\DELHI JAL BOARD: DELHI SARKAR OFFICE OF THE EXECUTIVE ENGINEER (SOUTH) IV O.H.T O.I.A Ph-II: OPPOSITE GOVIND PURI: NEW DELHI –20.

N.I.T. NO: 01 (2008-09)

Last date of receipt of application for issue of tender, manual up to 2.00 P.M : 16-05-2008 Last date of issue of tender document up to 5.00 P.M. : 16-05-2008 Date of receipt of bids (Part-A & Part-B) up to 2.00 P.M : 16-05-2008 Date of opening of part-A of tender at 3.05 P.M : 16-05-2008 Date of opening of manual tender/part-B of qualified bidders at 3.05 P.M. : 17-05-2008

Sealed and super scribed tenders on percentage rate basis are hereby invited from the Contractors Registered with DJB in appropriate Category. The requisition/application for issue of tender documents shall be supported with copy of the original certificate of similar works executed during last two years. Further 100% earnest money shall be forfeited in case: A). If contractor withdraws the offer with in the validity period of bid. B) The contractor who neither executes the C.A. within stipulated period as stated in work order nor takes up the execution of work even after lapse of date of start of work.

S.No Description Amount put E/Money Tender Compl. . to tender Fee Period 1. P/L internal water distribution system of I-Block Jaitpur Extn. ( Option CI) 14,77,729/- 30500/- 800/- 45 days ( Option DI) 15,23,948/- 2. P/L internal water distribution system of L-Block Jaitpur Extn. ( Option CI) 3,15,114/- 6500/- 800/- 30 days ( Option DI) 3,21,711/- 3. P/L internal water distribution system of Shiv puri Meehtapur Extn. Badarpur. ( Option CI) 15,23,291/- 31,000/- 800/- 90 days ( Option DI) 15,49,755/- 4. Boring of 5 Nos T/wells in alluvial soil at Blocks B & C Jaitpur Extn.-I, Block A, B Hari Nagar, Jaitpur Extn. –II and Madrasi colony (Jaitpur ward). 13,46,465/- 27,000/- 800/- 50 days 5. Boring of 5 Nos T/wells in alluvial soil at Meethapur ward Badarpur. 12,74,380/- 25,500/- 800/- 50 days 6. Re-boring of 5Nos t/wells in R/s at Okhla Vihar, Jasola & Old Jasola village and Chauhan Mohalla & Dairy farm (Madanpur Khadar). 15,37,055/- 30,800/- 800/- 30 days -2-

The tender documents like application form (Annexure-A) tender form (Annexure-B) tender specifications procedural guidelines for tendering etc. are available on DJB site www.delhijalboard.nic.in & www.delhi govt.nic.in/tender. Interested contractors who fulfill the eligibility criteria given here under may down load the above for the works or may collect the same from the office of EE (South) IV.

The interested bidders are advised to be well informed for the provisions for the given in the documents instructions to bidders, General Conditions, clauses of contract, specials conditions. Bill of quantity, Assurances Measures etc. are available on the Delhi Jal Board web site which will be applicable for the work may be down loaded or the same can be had from the above offices against payment of prescribed tender’s fees as mentioned above. All documents with the application shall be duly signed by the applicant. The tender will be received in the office of the EE (South) IV on 17-05-2008 up to 3.00 p.m.

Tenderer/contractor shall put the tender fee (non refundable) and Earnest money in the shape of Demand Draft/CDR / Drawn on scheduled bank in favor of Delhi Jal Board, payable at Delhi along with application form (annexure – A), documents in support of fulfilling the eligibility criteria and other relevant material in one sealed enveloped marked Earnest Money (Part – A) and tender/financial bid consisting of tender form (Annexure –B), Bill of quantity, conditions etc. in separate sealed cover marked Tender (Part –B). Both the envelopes shall then be put in another sealed cover mentioned Thereon the tender for the work participating. Part A and Part-B shall be opened as specified as above in the presence of bidders who may like to attend. The envelope mark tender Part-B, however will be opened for those, who fulfill the criteria required/ if found in order under Bid Part-A otherwise the same shall be returned unopened to the tender.

Conditional tender are liable to be rejected. The validity of rates for works shall be 90 days. Delhi Jal Board reserves the right to reject to any or all tenders without assigning any reason. If the above days happen to be holiday, the tenders will be sold/ received and opened on next working day.

(SUKHPAL CHAUHAN) EXECUTIVE ENGINEER (SOUTH) IV No. DJB/EE (S) IV/2008/ Date:

1. P.A. to CEO (DJB)/Member (WS)/CE (South)/Dir. (F&A)/ADOV-(W) 2. SE (South) along with one spare copies 3. ACA (S)/Acctt. (S)/ZE’s/Jr. Acctt./DM-I/Cashier (W) 4. Notice Board 5. PRO (Water) for publishing in newspapers. 6. Registered contractors.

(SUKHPAL CHAUHAN) EXECUTIVE ENGINEER (SOUTH) –IV Ph.No. 26388976 DELHI JAL BOARD: DELHI SARKAR OFFICE OF THE EXECUTIVE ENGINEER (SOUTH) IV O.H.T O.I.A. PH-II: OPPOSITE GOVIND PURI: NEW DELHI –20.

N.I.T. NO: 01 (2008-09) (Press Tender)

Sealed and separate tenders duly super scribed for the following work on Percentage rate basis are hereby invited from the registered contractors of Delhi Jal Board from those contractors who have executed successfully the similar work under sub soil along with experience of P/L of water line and boring work. The instructions to the bidder, general conditions, clauses of contract, Model rules etc. for the protection of Health and Sanitary arrangements for workers employers in or Delhi Jal Board are available on the DJB web site which will be applicable for all the works may be down loaded for the information and reference of the bidder and the same need not be attached with the tender. However these shall form a part of the contract documents and shall be submitted by the successful tendered at the time of entering into contract with the successful tender. Last date of receipt of application for issue of tender, manual up to 2.00 P.M : 16-05-2008 Last date of issue of tender document up to 5.00 P.M. : 16-05-2008 Date of receipt of bids (Part-A & Part-B) up to 2.00 P.M : 16-05-2008 Date of opening of part-A of tender at 3.05 P.M : 16-05-2008 Date of opening of manual tender/part-B of qualified bidders at 3.05 P.M. : 17-05-2008 S.No Description Amount put to E/Money Tender Compl. . tender Fee Period 1. P/L internal water distribution system of I-Block Jaitpur Extn. ( Option CI) 14,77,729/- ( Option DI) 15,23,948/- 30500/- 800/- 45 days 2. P/L internal water distribution system of L-Block Jaitpur Extn. ( Option CI) 3,15,114/- ( Option DI) 3,21,711/- 6500/- 800/- 30 days 3. P/L internal water distribution system of Shiv puri Meehtapur Extn. Badarpur. ( Option CI) 15,23,291/- ( Option DI) 15,49,755/- 31,000/- 800/- 90 days 4. Boring of 5 Nos T/wells in alluvial soil at Blocks B & C Jaitpur Extn.-I, Block A, B Hari Nagar, Jaitpur Extn. –II and Madrasi colony (Jaitpur ward). 13,46,465/- 27,000/- 800/- 50 days 5. Boring of 5 Nos T/wells in alluvial soil at Meethapur ward Badarpur. 12,74,380/- 25,500/- 800/- 50 days 6. Re-boring of 5Nos t/wells in R/s at Okhla Vihar, Jasola & Old Jasola village and Chauhan Mohalla & Dairy farm (Madanpur Khadar). 15,37,055/- 30,800/- 800/- 30 days Validity of quoted rates shall hold good for 90 days from the date of opening of tenders The complete bid document along with application forms can be down loaded from the web site of the organization. The web site address of DELHI JAL BOARD is www.delhijalboard.nic.in & www.delhigovt.nic.in/tender. The EE (South) IV may be contacted for any information required please.

(SUKHPAL CHAUHAN) EXECUTIVE ENGINEER (SOUTH) –IV Item No. 1/01 (CI Option)

Subject: - P/L internal water distribution system of I-Block Jaitpur Extn.

S.No Des. Of Items Qty. Rate Unit Amount 1. Cutting of bituminous road and taking out soling matteling including sorting screening and stacking within a lead of 50m including cost of barricading and chowkidar. 10 141.00 M 1410.00 2. Demolishing c.c. i/c disposal of material within 50 m lead 1:3:6 or richer mix 56.00 242.10 M3 13557.60 3. Earth work in excavation in foundation trenches on drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m . All kind of soil. 1050.71 93.55 M3 98293.92 4. Labour for cutting C.I pipe with steel saw 100mm C.I pipe. 20 21.75 Each 435.00 150mm dia CI pipe 10 40.95 Each 409.50 200mm dia CI pipe 2 54.60 Each 109.20 5. P/L S&S centrifugally cast (spun) iron pipes (class LA) confirming to IS-1536 100mm dia. 1315 488.90 m 642903.50 150mm dia 294 718.05 m 211106.70 200mm dia 50 1047.95 m 52397.50 6. a. P/L S&S C.I standard specials such as tees, bends, collars, tapers, caps, etc. (heavy class) upto 300mm dia. 24.58 1865.40 Qtl. 45851.53 7. P/F C.I sluice valve (with cap) complete with bolts, nuts, and insertion etc., (the tail pieces if required will be paid separately) Class-I 100 mm dia. 10 2085.20 each 20852.00 150mm dia 3 3059.70 each 9179.10 200mm dia 1 5217.15 each 5217.50 8. P/Lead caulked joints to spun iron or C.I pipes and specials i/c testing of joints but e/c the cost of pig lead 100mm dia meter pipe 142 58.80 Each 8349.60 150mm dia meter pipe 44 88.20 Each 3880.80 200mm dia meter pipe 12 116.90 Each 1402.80 9. Supplying pig lead at site of work. 5.22 3781.15 Qtl. 19737.60 10. Disinfecting CI w/main by flushing with water containing bleaching powder 0.5gms/ltr. Of water and cleaning the same with fresh water operation to be repeated three times i/c getting out sample of water from disinfected w/main tested in Mpl. Lab 100mm dia 1315 263.15 100m 3460.42 150mm dia 294 402.30 100m 1182.76 200mm dia 50 545.45 100m 272.73 11. Constructing masonry chamber 90X90X100 cm. inside with 75 class designation brick work in cm. 1:5 (1C:5F.S) for s/v, with C.I surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1C:2C.S. 4 GS agg. 20mm n.s.) necessary excavation foundation concrete 1:5:10 (1C:5F.S 10 GS agg. 40mm n.s) and inside plastering with cement mortar 1:3 (1C:3C.S) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. 14nos 3741.90 Each 52386.60 12. P/L in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:3:6(1C:3CS:6GS agg. 20mm n.s.) 99.75 1588.35 M3 158437.91 13. Carriage of material by mechanical transport including loading unloading and stacking Lime, Moorum, building rubbish, earth, manure of sludge and excavated rock lead upto 5 Km. Earth 269.18 52.61 M3 14161.56 14. Providing push joints to centrifugally spun cast iron pipes or ductile iron pipes i/c testing of joints and including the cost of rubber gasket. 100mm dia 239 30.75 each 7349.25 150mm dia 53 46.90 each 2485.70 200mm dia 9 73.70 each 663.30 15. Demolishing dry brick pitching in floors,drain etc. including stacking serviceable material and disposal of unserviceable material within 50m lead. 57.07 131.10 m2 7481.88 16. Dry brick on edge flooring with bricks of clasas designation 75 on a bed of 12mm mortar i/c filling joints with Jamna sand(with FPS briks) 496.30 141.70 m2 70325.71 17. Filling available excavated earth (excluding rocks) in trenches, plinths, sites of foundation etc. in layers not exceeding 20mm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. 807.53 30.25 M3 24427.79 Total 1477729.45

EXECUTIVE ENGINEER (SOUTH) IV Item No. 1/01 (DI Option)

Subject: - P/L internal water distribution system of I-Block Jaitpur Extn.

S.No Des. Of Items Qty. Rate Unit Amount 1. Cutting of bituminous road and taking out soling matteling including sorting screening and stacking within a lead of 50m including cost of barricading and chowkidar. 10 141.00 M 1410.00 2. Demolishing c.c. i/c disposal of material within 50 m lead 1:3:6 or richer mix 56.00 242.10 M3 13557.60 3. Earth work in excavation in foundation trenches on drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m . All kind of soil. 1050.71 93.55 M3 98293.92 4. Labour for cutting C.I pipe with steel saw 100mm C.I pipe. 20 21.75 Each 435.00 150mm dia CI pipe 10 40.95 Each 409.50 200mm dia CI pipe 2 54.60 Each 109.20 5. P/L S&S centrifugally cast (spun) iron /ductile iron pipe confirming to IS-8329 100mm dia. ductile iron Class-K-7 pipe 1315 491.90 m 64684.85 150mm dia ductile iron Class-K-7 pipe 294 707.40 m 207975.60 200mm dia ductile iron Class-K-7 pipe 50 1021.15 m 51057.50 6. P/L D.I specials of class K-12 suitable for push on jointing as per IS-9523 Upto 600mm dia 15.36 7724.80 Qtl. 118652.92 7. P/F C.I sluice valve (with cap) complete with bolts, nuts, and insertion etc., (the tail pieces if required will be paid separately) Class-I 100 mm dia. 10 2085.20 each 20852.00 150mm dia 3 3059.70 each 9179.10 200mm dia 1 5217.15 each 5217.50 8. Disinfecting CI w/main by flushing with water containing bleaching powder 0.5gms/ltr. Of water and cleaning the same with fresh water operation to be repeated three times i/c getting out sample of water from disinfected w/main tested in Mpl. Lab 100mm dia 1315 263.15 100m 3460.42 150mm dia 294 402.30 100m 1182.76 200mm dia 50 545.45 100m 272.73 9. Constructing masonry chamber 90X90X100 cm. inside with 75 class designation brick work in cm. 1:5 (1C:5F.S) for s/v, with C.I surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1C:2C.S. 4 GS agg. 20mm n.s.) necessary excavation foundation concrete 1:5:10 (1C:5F.S 10 GS agg. 40mm n.s) and inside plastering with cement mortar 1:3 (1C:3C.S) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. 14nos 3741.90 Each 52386.60 10. P/L in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:3:6(1C:3CS:6GS agg. 20mm n.s.) 99.75 1588.35 M3 158437.91 11. Carriage of material by mechanical transport including loading unloading and stacking Lime, Moorum, building rubbish, earth, manure of sludge and excavated rock lead upto 5 Km. Earth 269.18 52.61 M3 14161.56 12. Providing push joints to centrifugally spun cast iron pipes or ductile iron pipes i/c testing of joints and including the cost of rubber gasket. 100mm dia 381 30.75 each 11715.75 150mm dia 97 46.90 each 4549.30 200mm dia 21 73.70 each 1547.70 13. Demolishing dry brick pitching in floors,drain etc. including stacking serviceable material and disposal of unserviceable material within 50m lead. 57.07 131.10 m2 7481.88 14. Dry brick on edge flooring with bricks of clasas designation 75 on a bed of 12mm mortar i/c filling joints with Jamna sand(with FPS briks) 496.30 141.70 m2 70325.71 15. Filling available excavated earth (excluding rocks) in trenches, plinths, sites of foundation etc. in layers not exceeding 20mm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. 807.53 30.25 M3 24427.79 Total 1523948.42

EXECUTIVE ENGINEER (SOUTH) IV Item No. 2/01 (CI Option)

Subject: - P/L internal water distribution system of L-Block Jaitpur Extn. S.No Des. Of Items Qty. Rate Unit Amount 1. Cutting of bituminous road and taking out soling matteling including sorting screening and stacking within a lead of 50m including cost of barricading and chowkidar. 5 141.00 M 705.00 2. Demolishing c.c. i/c disposal of material within 50 m lead 1:3:6 or richer mix 12.00 242.10 M3 2905.20 3. Earth work in excavation in foundation trenches on drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m . All kind of soil. 227.01 93.55 M3 21236.79 4. Labour for cutting C.I pipe with steel saw 100mm C.I pipe. 10 21.75 Each 217.50 5. P/L S&S centrifugally cast (spun) iron pipes (class LA) confirming to IS-1536 100mm dia. 411 488.90 m 200937.90 6. a. P/L S&S C.I standard specials such as tees, bends, collars, tapers, caps, etc. (heavy class) upto 300mm dia. 2.13 1865.40 Qtl. 3973.30 7. P/F C.I sluice valve (with cap) complete with bolts, nuts, and insertion etc., (the tail pieces if required will be paid separately) Class-I 100 mm dia. 3 2085.20 each 6255.60 8. P/Lead caulked joints to spun iron or C.I pipes and specials i/c testing of joints but e/c the cost of pig lead 100mm dia meter pipe 18 58.80 Each 1058.40 9. Supplying pig lead at site of work. 0.40 3781.15 Qtl. 1512.46 10. Disinfecting CI w/main by flushing with water containing bleaching powder 0.5gms/ltr. Of water and cleaning the same with fresh water operation to be repeated three times i/c getting out sample of water from disinfected w/main tested in Mpl. Lab 100mm dia 411.00 263.15 100m 1081.55 11. Constructing masonry chamber 90X90X100 cm. inside with 75 class designation brick work in cm. 1:5 (1C:5F.S) for s/v, with C.I surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1C:2C.S. 4 GS agg. 20mm n.s.) necessary excavation foundation concrete 1:5:10 (1C:5F.S 10 GS agg. 40mm n.s) and inside plastering with cement mortar 1:3 (1C:3C.S) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. 3nos 3741.90 Each 11225.70 12. P/L in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:3:6(1C:3CS:6GS agg. 20mm n.s.) 26.64 1588.35 M3 42313.64 13. Carriage of material by mechanical transport including loading unloading and stacking Lime, Moorum, building rubbish, earth, manure of sludge and excavated rock lead upto 5 Km. Earth 59.75 52.61 M3 3143.45 14. Providing push joints to centrifugally spun cast iron pipes or ductile iron pipes i/c testing of joints and including the cost of rubber gasket. 100mm dia 75 30.75 each 2306.25 15. Demolishing dry brick pitching in floors,drain etc. including stacking serviceable material and disposal of unserviceable material within 50m lead. 7.94 131.10 m2 1040.93 16. Dry brick on edge flooring with bricks of clasas designation 75 on a bed of 12mm mortar i/c filling joints with Jamna sand(with FPS briks) 69.00 141.70 m2 9777.30 17. Filling available excavated earth (excluding rocks) in trenches, plinths, sites of foundation etc. in layers not exceeding 20mm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. 179.26 30.25 M3 5422.62 Total 315113.57

EXECUTIVE ENGINEER (SOUTH) IV Item No. 2/01 (DI Option) Subject: - P/L internal water distribution system of L-Block Jaitpur Extn.

S.No Des. Of Items Qty. Rate Unit Amount 1. Cutting of bituminous road and taking out soling matteling including sorting screening and stacking within a lead of 50m including cost of barricading and chowkidar. 5 141.00 M 705.00 2. Demolishing c.c. i/c disposal of material within 50 m lead 1:3:6 or richer mix 12.00 242.10 M3 2905.20 3. Earth work in excavation in foundation trenches on drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m . All kind of soil. 227.01 93.55 M3 21236.79 4. Labour for cutting C.I pipe with steel saw 100mm C.I pipe. 10 21.75 Each 217.50 5. P/L S&S centrifugally cast (spun) iron /ductile iron pipe confirming to IS-8329 100mm dia. ductile iron Class-K-7 pipe 411 491.90 m 202170.90 6. P/L D.I specials of class K-12 suitable for push on jointing as per IS-9523 Upto 600mm dia 1.47 7724.80 Qtl. 11355.46 7. P/F C.I sluice valve (with cap) complete with bolts, nuts, and insertion etc., (the tail pieces if required will be paid separately) Class-I 100 mm dia. 3 2085.20 each 6255.60 8. Disinfecting CI w/main by flushing with water containing bleaching powder 0.5gms/ltr. Of water and cleaning the same with fresh water operation to be repeated three times i/c getting out sample of water from disinfected w/main tested in Mpl. Lab 100mm dia 411.00 263.15 100m 1081.55 9. Constructing masonry chamber 90X90X100 cm. inside with 75 class designation brick work in cm. 1:5 (1C:5F.S) for s/v, with C.I surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1C:2C.S. 4 GS agg. 20mm n.s.) necessary excavation foundation concrete 1:5:10 (1C:5F.S 10 GS agg. 40mm n.s) and inside plastering with cement mortar 1:3 (1C:3C.S) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. 3nos 3741.90 Each 11225.70 10. P/L in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:3:6(1C:3CS:6GS agg. 20mm n.s.) 26.64 1588.35 M3 42313.64 11. Carriage of material by mechanical transport including loading unloading and stacking Lime, Moorum, building rubbish, earth, manure of sludge and excavated rock lead upto 5 Km. Earth 59.75 52.61 M3 3143.45 12. Providing push joints to centrifugally spun cast iron pipes or ductile iron pipes i/c testing of joints and including the cost of rubber gasket. 100mm dia 93 30.75 each 2859.75 13. Demolishing dry brick pitching in floors,drain etc. including stacking serviceable material and disposal of unserviceable material within 50m lead. 7.94 131.10 m2 1040.93 14. Dry brick on edge flooring with bricks of clasas designation 75 on a bed of 12mm mortar i/c filling joints with Jamna sand(with FPS briks) 69.00 141.70 m2 9777.30 15. Filling available excavated earth (excluding rocks) in trenches, plinths, sites of foundation etc. in layers not exceeding 20mm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. 179.26 30.25 M3 5422.62 Total 321711.19

EXECUTIVE ENGINEER (SOUTH) IV Item NO. 3/01 (CI Option)

Subject: - P/L internal water distribution system of Shiv puri Meehtapur Extn. Badarpur.

S.No Des. Of Items Qty. Rate Unit Amount 1. Cutting of bituminous road and taking out soling matteling including sorting screening and stacking within a lead of 50m including cost of barricading and chowkidar. 14.40 141.00 M 2030.40 2. Demolishing c.c. i/c disposal of material within 50 m lead 1:3:6 or richer mix 30.0 242.10 M3 7263.30 3. Earth work in excavation in foundation trenches on drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m . All kind of soil. 1064.40 93.55 M3 99574.62 4. Labour for cutting C.I pipe with steel saw 100mm dia C.I pipe. 25 21.75 Each 543.75 150mm dia CI pipe 5 40.95 Each 204.75 200mm dia CI pipe 6 54.60 Each 327.60 250mm dia CI pipe 2 67.65 Each 135.30 5. P/L S&S centrifugally cast (spun) iron pipes (class LA) confirming to IS-1536 100mm dia. 1296.00 488.90 M 633614.40 150mm dia 225.00 718.05 M 161561.25 200mm dia 253.00 1047.95 M 265131.35 6. a. P/L S&S C.I standard specials such as tees, bends, collars, tapers, caps, etc. (heavy class) upto 300mm dia. 22.98 1865.40 Qtl. 42866.89 7. P/F C.I sluice valve (with cap) complete with bolts, nuts, and insertion etc., (the tail pieces if required will be paid separately) Class-I 100 mm dia. 11 2085.20 Each 22937.20 150mm dia 1 3059.70 Each 3059.70 200mm dia 1 5217.15 Each 5217.15 8. P/Lead caulked joints to spun iron or C.I pipes and specials i/c testing of joints but e/c the cost of pig lead 100mm dia meter pipe 99 58.80 Each 5821.20 150mm dia meter pipe 30 88.20 Each 2646.00 200mm dia meter pipe 14 116.90 Each 1636.60 250mm dia meter pipe 4 146.00 Each 584.00 9. Supplying pig lead at site of work. 4.14 3781.15 Qtl. 15653.96 10. Disinfecting CI w/main by flushing with water containing bleaching powder 0.5gms/ltr. Of water and cleaning the same with fresh water operation to be repeated three times i/c getting out sample of water from disinfected w/main tested in Mpl. Lab 100mm dia 1296.0 263.15 100m 3410.42 150mm dia 225.0 402.30 100m 905.17 200mm dia 253.0 545.48 100m 1379.98 11. Constructing masonry chamber 90X90X100 cm. inside with 75 class designation brick work in cm. 1:5 (1C:5F.S) for s/v, with C.I surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1C:2C.S. 4 GS agg. 20mm n.s.) necessary excavation foundation concrete 1:5:10 (1C:5F.S 10 GS agg. 40mm n.s) and inside plastering with cement mortar 1:3 (1C:3C.S) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. 13nos 3741.90 Each 48644.70 12. P/L in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:3:6(1C:3CS:6GS agg. 20mm n.s.) 29.70 1588.35 M3 47173.99 13. Carriage of material by mechanical transport including loading unloading and stacking Lime, Moorum, building rubbish, earth, manure of sludge and excavated rock lead upto 5 Km. Earth 136.14 52.61 M3 7162.32 14. Providing push joints to centrifugally spun cast iron pipes or ductile iron pipes i/c testing of joints and including the cost of rubber gasket. 100mm dia 220 30.75 Each 6765.00 150mm dia 35 46.90 Each 1641.50 200mm dia 40 73.70 Each 2948.00 15. Demolishing dry brick pitching in floors,drain etc. including stacking serviceable material and disposal of unserviceable material within 50m lead. 75.90 131.10 m2 9950.49 16. Dry brick on edge flooring with bricks of clasas designation 75 on a bed of 12mm mortar i/c filling joints with Jamna sand(with FPS briks) 660.00 141.70 m2 93522.00 17. Filling available excavated earth (excluding rocks) in trenches, plinths, sites of foundation etc. in layers not exceeding 20mm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. 957.96 30.25 M3 28978.29 Total 1523291.28

EXECUTIVE ENGINEER (SOUTH) IV Item No. 3/01 (DI Option) Subject: - P/L internal water distribution system of Shiv puri Meehtapur Extn. Badarpur.

S.No Des. Of Items Qty. Rate Unit Amount 1. Cutting of bituminous road and taking out soling matteling including sorting screening and stacking within a lead of 50m including cost of barricading and chowkidar. 14.40 141.00 M 2030.40 2. Demolishing c.c. i/c disposal of material within 50 m lead 1:3:6 or richer mix 30.0 242.10 M3 7263.30 3. Earth work in excavation in foundation trenches on drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m . All kind of soil. 1064.40 93.55 M3 99574.62 4. Labour for cutting C.I pipe with steel saw 100mm dia C.I pipe. 25 21.75 Each 543.75 150mm dia CI pipe 5 40.95 Each 204.75 200mm dia CI pipe 6 54.60 Each 327.60 250mm dia CI pipe 2 67.65 Each 135.30 5. P/L S&S centrifugally cast (spun) iron /ductile iron pipe confirming to IS-8329 100mm dia. ductile iron Class-K-7 pipe 1296.00 491.90 M 637502.40 150mm dia ductile iron Class-K-7 pipe 225.00 707.40 M 159165.00 200mm dia ductile iron Class-K-7 pipe 253.00 1021.15 M 258350.95 6. P/L D.I specials of class K-12 suitable for push on jointing as per IS-9523 Upto 600mm dia 12.36 7724.80 Qtl. 95478.52 7. P/F C.I sluice valve (with cap) complete with bolts, nuts, and insertion etc., (the tail pieces if required will be paid separately) Class-I 100 mm dia. 11 2085.20 Each 22937.20 150mm dia 1 3059.70 Each 3059.70 200mm dia 1 5217.15 Each 5217.15 8. Disinfecting CI w/main by flushing with water containing bleaching powder 0.5gms/ltr. Of water and cleaning the same with fresh water operation to be repeated three times i/c getting out sample of water from disinfected w/main tested in Mpl. Lab 100mm dia 1296.0 263.15 100m 3410.42 150mm dia 225.0 402.30 100m 905.17 200mm dia 253.0 545.48 100m 1379.98 9. Constructing masonry chamber 90X90X100 cm. inside with 75 class designation brick work in cm. 1:5 (1C:5F.S) for s/v, with C.I surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1C:2C.S. 4 GS agg. 20mm n.s.) necessary excavation foundation concrete 1:5:10 (1C:5F.S 10 GS agg. 40mm n.s) and inside plastering with cement mortar 1:3 (1C:3C.S) 12mm thick finished with a floating coat of neat cement complete as per standard design. With F.P.S bricks. 13nos 3741.90 Each 48644.70 10. P/L in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:3:6(1C:3CS:6GS agg. 20mm n.s.) 29.70 1588.35 M3 47173.99 11. Carriage of material by mechanical transport including loading unloading and stacking Lime, Moorum, building rubbish, earth, manure of sludge and excavated rock lead upto 5 Km. Earth 136.14 52.61 M3 7162.32 12. Providing push joints to centrifugally spun cast iron pipes or ductile iron pipes i/c testing of joints and including the cost of rubber gasket. 100mm dia 319 30.75 Each 9809.25 150mm dia 65 46.90 Each 3048.50 200mm dia 54 73.70 Each 3979.80 13. Demolishing dry brick pitching in floors,drain etc. including stacking serviceable material and disposal of unserviceable material within 50m lead. 75.90 131.10 m2 9950.49 14. Dry brick on edge flooring with bricks of clasas designation 75 on a bed of 12mm mortar i/c filling joints with Jamna sand(with FPS briks) 660.00 141.70 m2 93522.00 15. Filling available excavated earth (excluding rocks) in trenches, plinths, sites of foundation etc. in layers not exceeding 20mm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. 957.96 30.25 M3 28978.29 16. Total 1549755.25

EXECUTIVE ENGINEER (SOUTH) IV Item No. 4/01 Name of work: Boring of 5 Nos T/wells in alluvial soil at Blocks B & C Jaitpur Extn.-I, Block A,B Hari Nagar, Jaitpur Extn. –II and Madrasi colony(Jaitpur ward). S.No Description of item Qty. Rate Unit Amount 1. Drilling 20”/22” dia bore hole by direct rotary rig in alluvial soil including the cost of all consumable stores, fuel, soil stabilishing material, transportation of rig machine and other accessories to the site of proposed work & back 85 1700/- M 144500.00 drilling from 0 to m 2. Providing 300mm dia E.R.W housing pipe(M.S.)6mm thick confirming to IS-3589 part- I 1981 with 8mm thick electrically welded. 36 1264/- M 45504.00 3. Providing 300mm dia ERW slotted pipe MS 6mm thick confirming to IS 3589 part-I 1981 with 8mm thick electrically welded collar. 12m 1350/- M 16200.00 4. P/F central guides to the assembly to keep the same in center. 10 75/- Each 750.00 5. Making standard arrangement for determinationing the yield of T/well after completion of t/well development by installation a pumping set i/c fixing of sluice valve gauge etc. testing of yield as per IS-2800-part-II. 1job 300/- Each 300.00 6. Providing 200mm dia ERW housing pipe 6 mm thick conmfirming to IS specifications 3589 Part-I/2001 but welded or with 10 mm thick electrically welded screwed/socketed. 07.00 818/- M 5276.00 7. Providing 200mm dia all welded low carbon galvanized steel cage type wire wounded screen confirming to IS 8010-1993, IS 4270-92 and composition of material specified grade as per ISI-1012 of OD 221mm equivalent thickness 6.62mm tensile load 14 ton and bearing thickness 6mm slot opening 1=00mm% open area 20% manufacture by M/s Johnson filteration system (India) Ltd. Ahmedabad. 12 2739/- M 32868.00 8. P/F 200mm thick dia M.S bail plug hook at the bottom of pipe assembly excluding the cost of 1job 225/- Each 225.00 pipe. 9. Providing & Fixing M.S. taper 300x200mm dia. 1job 450/- Each 450.00 10. Lowering & installation of tube well assembly in position to the satisfaction of Eng. In –charge i/c vertical test. 85 15 /- Mtr 1275.00 11. Preservation of samples of strata of the borehole in wide mouth glass jar collected from different reaches as per direction of Engineer in charge. 10no 7.50 Each 75.00 12. P/F 300mm dia MS screwed cap. 1job 100/- Each 100.00 13. Providing 200 mm dia ERW slotted pipe 6 mm thick confirming to IS specifications 3589 Part-I/2001 but welded or with 10 mm thick electrically welded screwed, socketed. 18m 865/- M 15570.00 14. Development of tube well with suitable capacity of air compressor i/c lowering necessary induction pipes air line etc. as per IS-2800 Part:II by recognized method for minimum 30 hrs. or till sand free water is obtained i/c supply of water in 2 liters jari canes. 1job 4000/- Each 4000.00 15. P/F 300mm dia housing clamp complete with Nut & Bolts. 1job 450/- Each 450.00 16. Providing & filling pea -gravel around the tube well assembly depth surface & during development as per IS code 7090-1987 5m3 350/- Cum 1750.00 Total 269293.00 x5 1346465.00

EX.ENGINEER (SOUTH) IV Item NO. 5/01

Name of work: Boring of 5 Nos T/wells in alluvial soil at Meethapur ward Badarpur.

S.No Description of item Qty. Rate Unit Amount 1. Drilling 20”/22” dia bore hole by direct rotary rig in alluvial soil including the cost of all consumable stores, fuel, soil stabilishing material, transportation of rig machine and other accessories to the site of proposed work & back 82 1700/- M 139400.00 drilling from 0 to m 2. Providing 300mm dia E.R.W housing pipe(M.S.)6mm thick confirming to IS-3589 part- I 1981 with 8mm thick electrically welded. 30 1264/- M 37920.00 3. Providing 300mm dia ERW slotted pipe MS 6mm thick confirming to IS 3589 part-I 1981 with 8mm thick electrically welded collar. 12m 1350/- M 16200.00 4. Making standard arrangement for determinationing the yield of T/well after completion of t/well development by installation a pumping set i/c fixing of sluice valve gauge etc. testing of yield as per IS-2800-part-II. 1job 300/- Each 300.00 5. Providing 200mm dia ERW housing pipe 6 mm thick conmfirming to IS specifications 3589 Part-I/2001 but welded or with 10 mm thick electrically welded screwed/socketed. 12.00 818/- M 9816.00 6. Providing 200mm dia all welded low carbon galvanized steel cage type wire wounded screen confirming to IS 8010-1993, IS 4270-92 and composition of material specified grade as per ISI-1012 of OD 221mm equivalent thickness 6.62mm tensile load 14 ton and bearing thickness 6mm slot opening 1=00mm% open area 20% manufacture by M/s Johnson filteration system (India) Ltd. Ahmedabad. 10 2739/- M 27390.00 7. Providing 200 mm dia ERW slotted pipe 6 mm thick confirming to IS specifications 3589 Part-I/2001 but welded or with 10 mm thick electrically welded screwed, socketed. 18m 865/- M 15570.00 8. P/F 200mm thick dia M.S bail plug hook at the bottom of pipe assembly excluding the cost of 1job 225/- Each 225.00 pipe. 9. Providing & Fixing M.S. taper 300x200mm dia. 1job 450/- Each 450.00 10. Lowering & installation of tube well assembly in position to the satisfaction of Eng. In –charge i/c vertical test. 82 15 /- Mtr 1230.00 11. Preservation of samples of strata of the borehole in wide mouth glass jar collected from different reaches as per direction of Engineer in charge. 10no 7.50 Each 75.00 12. P/F 300mm dia MS screwed cap. 1job 100/- Each 100.00 13. Development of tube well with suitable capacity of air compressor i/c lowering necessary induction pipes air line etc. as per IS-2800 Part:II by recognized method for minimum 30 hrs. or till sand free water is obtained i/c supply of water in 2 liters jari canes. 1job 4000/- Each 4000.00 14. P/F 300mm dia housing clamp complete with Nut & Bolts. 1job 450/- Each 450.00 15. Providing & filling pea -gravel around the tube well assembly depth surface & during development as per IS code 7090-1987 5m3 350/- Cum 1750.00 16. Total 254876.00 x5 1274380.00

EX.ENGINEER (SOUTH) IV Item No: 6/01

Subject: - Re-boring of 5Nos t/wells in R/s at Okhla Vihar, Jasola & Old Jasola village and Chauhan Mohalla & Dairy farm (Madanpur Khadar).

S.No Description of item Qty. Rate Unit Amount 1. Boring in loose / filled up ordinary soil, hard soil i/c boring in kankar mooram starta with any recognized method of boring 250 mm dia (I.D.) & taking out the same after completion of tube well as 5m 300/- M 1500.00 per specification 2. Boring in rocky starta by recognized method suitable for lowering of Ms (blind/slotted) housing/slotted pipe of 200-mm/150mm dia (I.D.) 180 600/- M 108000.00 for all depths. (Hard rock) 3. Providing 200mm dia ERW housing pipe 6 mm thick conmfirming to IS specifications 3589 98 818/- M 80164.00 Part-I/2001 but welded or with 10 mm thick electrically welded screwed/socketed. 4. Providing 200 mm dia ERW slotted pipe 6 mm thick confirming to IS specifications 3589 12 865/- M 10380.00 Part-I/2001 but welded or with 10 mm thick electrically welded screwed, socketed. 5. Providing 150 mm dia ERW housing pipe medium class confirming to IS specification 1239 Part- 12m 536 P.M. 6432.00 I/1979 but welded or with 10 mm thick electrically welded screwed socketed. 6. Providing 150mm dia ERW slotted pipe medium class confirming to IS specification 1239 part-I 1979 but welded or with 10mm thick electrically. Welded screwed socketed 14 595/- M 8330.00 7. Providing “ Johnson” make all welded low carbon galvanized ( LCG) cage type V wire would screen for size 150 mm having slot opening 0.75 mm thickness 7.00 mm tensile load 10 ton od 167 mm percentage open are 25% as per IS-18110-2000. Screen will be of continuous trapezoidal wise spirally wound around fabricated cage. The wrapping wire having a “V” shaped (Wedge) profiles wire with flat surface on the out side and producing expanding slots on the inside of various dimensions, resistances welded to a cylindrical body made of number of longitudinal special high tensile support rods to provide smooth unrestricted bore with are in turn welded into cylindrical ring couplings either end. Necessary test certificates in original from manufacturing / distributors with order qty. will be submitted along with the bills at the time of payments. 50 1669/- M 83450.00 8. Providing & filling pea -gravel around the tube well assembly depth surface & during development as 5.00 350/- cum 1750.00 per IS code 7090-1987 9. Development of tube well with suitable capacity of air compressure i/c lowering necessary induction pipes air line etc. as per IS-2800 Part;II by 1job 4000 Each 4000.00 recognized method for minimum 30 hrs. or till sand free water is obtained i/c supply of water in 2 liters jaricanes. 10. Lowering & installation of tube well assembly in position to the satisfaction of Eng. In –charge i/c 186 15 /- Mtr 2790.00 vertical trst. 11. Preservation of samples of strata of the borehole in wide mouth glass jar collected from different 18 7.50 Each 135.00 reaches as per direction of Engineer in charge. 12. Taking water samples from different depth of water level after continuous bailing out for 6 hours and filling the same in 500 ml bottles & getting it tested 1 No 30/- Each 30.00 from DJB Lab. (Testing will be done departmentally) free of cost. 13 P/F 200 mm dia screw cap made out of 6 mm thick 1No 150/- Each 150/- plate of sound construction with locking arrangements. 14. Supply & fixing 200 mm dia housing clamp with 1No 300/- Each 300/- nuts & bolts complete. For cost of 1nos T/well Rs 307411.00 X5 ______Total Rs. 15,37,055.00

EXECUTIVE ENGINEER (S)-IV (Annexure A) APPLICATION FORM

The Executive Engineer, Name of Division ______

Subject: Tender for the work of “______

Press Notification/ N.I.T. No. ______Item No. ______

Sir,

1. *I/We am/are registered with the DJB as Class (Category) ……………….. contractor/ contractors eligible to tender up to Rs. ______Our registration No. is ______it is further certificate that the said registration is valid as on date ______2. *I/We am/ar not registered with DJB. (IN the case of manufacturer detail of manufacturing license/ registration with State Industry Department is attached at page ______). * I/We am/are registered contractors with ______. Particulars of the authority, Class and tendered amount/ limit upto which I/We am / are eligible to tender are furnished below:- Name of Dep artment/Authority Class/Cagetory Tendering Limit

It is certificate (confirmed) that this registration/ these registration is/are valid as on date and we shall inform the department ourselves as soon as our registration expires or is cancelled/ revoked. The Particulars of the work done are furnished/ enclosed as per the eligibility criteria set out in the Press Notification. The tender fee (Non-refundable) and Earnest Money is also enclosed in the envelope marked EARNEST MONEY (Part – A). I/We certify that we have gone through the General Conditions 1 to 45, Clauses of contract Sl. NO. 1 to 45 , Instructions to bidders Sl. No.1 to 11, safety codes Sl. No.1 to 16 Model rules for protection of Health and Sanitary arrangements for workers employed in or by Delhi Jal Board or its contractor Sl. No.1 to 12 Contractors Labour Regulations 1 to 18. We further confirm of having full knowledge that the above conditions are to form a part of the contract agreement executed with the successful contractor. I/we request, the permission may be granted to me/us to participate in the tender. Encl: a) Tender Fee Rs. ______in the shape of ______b) EMD Rs. ______in the shape of ______c) Documents in support of fulfilling the eligibility criteria, registration etc. placed from page no. ______To ______.

Yours faithfully,

(Contractor)* Name: Telephone No. Address: (Annexure – B)

DELHI JAL BOARD: GOVT. OF NCT OF DELHI TENDER FORM PERCENTAGE / ITEM RATE TENDER

Tender Fee Rs. ______

TO BE FILLED IN BY THE CONTRACTOR, TENDER DOWNLOADED FROM THE WEB SITE OR COLLECTED MANUALLY

1. Tender for the work of ______

a) To be submitted by ______(date & time) b) To be opened in the presence of tendered who may be like to attend ______at (time)

1. Issued to /downloaded by ______(contractor) 2. Signature ______

TENDER

I/We have read and examined the press notification/ Notice Inviting tender, specifications of the work as applicable, general conditions. The instructions to the bidder Sl. No.1 to 11, General conditions of contract Sl. No.1 to 45, Clauses of contract Sl. No. 1 to 45, Clauses of Contract Sl. NO.1 to 45 DJB safety code Sl. NO.1 to 16, Model Rules for the protection of Health and sanitary arrangements for worker employed in or by Delhi Jal Board or its contractors Sl. No. 1 to 12 Contractor Labour regulations Sl. No. 1 to 18 and others relevant specifications given in I.S. codes, CPWD specification 1996 to 2002 along with other documents of the work.

I/We hereby tender for the execution of the work specified by Delhi Jal Board within the specified time and schedule of quantities in accordance in all respects with specifications, design, drawings, and instructions in writing referred to the General Conditions / Clauses of contract etc. as given in the aforesaid Para.

We agree to keep the tender rate open for 90 days from the date of its submission and not to make any modification in its terms and conditions.

We are aware that the conditional tender is liable for rejection. Delhi Jal Board has a right to reject any tender or all the tenders without assigning any reasons.

A sum of Rs. ______has been submitted with the tender in the required form as Earnest Money. If I/we fails to commence the work within specified period, I/We agree that the Delhi Jal Board or designated office shall without prejudice to any other right or remedy, be at liberty to forfeit the Earnest Money absolutely otherwise the said earnest money shall be retained by him/ DJB towards security deposit to execute all the works referred to in the tender documents upon the terms and conditions contained or referred to therein and to carry out such deviations as may be ordered. I/we hereby declared that I/we shall treat the tender documents and other records connected with the work as secret/confidential documents and shall not communicate information/ derive there from to any person other than a person to whom I/we am/are authorize to communicate the same or use the information in any manner prejudicial to the safety of the Govt.

I/we agree that should I/we fails to commence the work specified as above and equal amount to the amount of earnest money mentioned in the form of invitation of tender and performance guarantee shall be absolutely forfeited to the DJB and the same may be at the opinion of the competent authority on behalf of DJB be recovered without prejudiced to any other right or remedy available in the law out of th deposit in so far as the same may extend in terms of the said bond and in the event of deficiency out of any other money due to me/us under the said contract or otherwise.

I/we confirm that I/We are duly authorized to sign the tender documents.

I/we are aware and agree to the terms & conditions as mentioned in the aforesaid Para, that will form the contract documents to be placed in the contract agreement to be signed by the DJB and the successful tendered.

I/we hereby tender for the execution of work @ ______% above / below (in figure) @ ______@ above / below. (In words) on the bill of quantity.

Signature of the contractor

*** Tender Fee unless otherwise specifically specified.

Work costing upto 1 lac Rs. 250/- Work costing more than 1 lac upto 50 lacs Rs. 800/- Work costing more than 50 lacs upto 2 crores Rs. 1500/- Work costing above 2 crores Rs. 2500/-