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Schedule – a Price Tender to Be Submitted in ENVELOPE-3

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Schedule – a Price Tender to Be Submitted in ENVELOPE-3 NRDA F-1 NAYA RAIPUR DEVELOPMENT AUTHORITY MODIFIED Tender Document for the Construction of Office Campus including Buildings and Services on Plot No. 7 & 8 of Phase 1, Sector-24 at Naya Raipur (Following Three-Envelope Tender Procedure) TENDER DOCUMENT (PART ONE) Schedule – A Price Tender To be submitted in ENVELOPE-3 NIT No.: 75 / OC P78 P1 /S‐24/ EE C‐I / CE (E) / NRDA / 2013‐14, Raipur, Dated: 01.03.2014 Issued by: Chief Executive Officer, Naya Raipur Development Authority (NRDA) Utility block, Capitol Complex, Sector- 19, Naya Raipur- 492 002, Chhattisgarh Tel No: + 91 771 2511500; Fax No.: +91 771 2511400. Website: www.nayaraipur.com Construction of Office Campus including Buildings and Services on Plot No. 7 & 8 of Phase 1, Sector‐24 at Naya Raipur NRDA Tender Document Contains (a) Only schedule “A” and Section-I of schedule “D” are to be filled & singed by the tenderer (b) All the certificates as per pre qualification criteria shall be appended with relevant forms of schedule”D” 1. PART ONE (NRDA F-1)-(Attached herewith, to be submit along the tender) Part (A) a) Press Notice b) Detailed NIT Part (B) a) Schedule-A (i) Cost Abstract (ii) Bill of Quantities b) Schedule-B –NIL c) Schedule-C –NIL d) Schedule-D Section-I................ Technical tender forms (i) Letter of Technical Tender (ii) Tenderer’s Information Sheet (iii) Annual Turnover (iv) Specific Construction Experience (v) Declaration (vi) Check list for Technical tender evaluation Section –II ……………....Scope of work Section –III..................... Technical specifications of work Section –IV.................... Special Conditions of Contract Section –V.................... List of approved makes Section –VI..................... Drawings e) Schedule-E f) Schedule-F 2. PART TWO (NRDA F-2/3) )-Standard form (Not Attached herewith, and not to be submitted along the tender) Important note: - Link site http:// nayaraipur.com/documents/gcc.pdf 1. General Guidelines 2. Tender 3. General rules and directions 4. Conditions of contract 5. Clauses of contract 6. Model rules relating to labour, water supply and sanitation in labour camps safety code 7. Contract forms (a) Draft Format for Performance Security (b) Earnest Money Deposit Form (Bank Guarantee) (c) Format of Contract Agreement (d) Draft Format for Performance Guarantee for Water Proofing and Anti-termite Works (e) Indemnity Bond (f) Indenture Bond (g) Notice for Appointment of Arbitrator 8. Proforma of schedules (Schedule ’A’ to Schedule ’F’) Signature of Contractor…………………………….... Signature of NRDA………………………..………… Construction of Office Campus including Buildings and Services on Plot No. 7 & 8 of Phase 1, Sector‐24 at Naya Raipur NRDA Naya Raipur Development Authority (NRDA) Raipur, Chhattisgarh Document details Name of work : Construction of Office Campus including Buildings and Services on Plot No. 7 & 8 of Phase 1, Sector-24 at Naya Raipur Name of Tenderer: Details a) Cost of Tender Document : Rs b) EMD : Rs Signature of Tenderer Date:____________ Signature of Contractor…………………………….... Signature of NRDA………………………..………… COST ABSTRACT Construction of Office Campus including Buildings and Services on Plot No. 7 & 8 of Phase 1, Sector-24 at Naya Raipur Sl. No Description Amount in Figures (In INR) Amount in Words ( In INR) A CIVIL WORKS - B SITE DEVELOPMENT AND ROAD WORKS - C HVAC WORKS - D FIRE FIGHTING WORKS - E PLUMBING WORKS - F ELECTRICAL WORKS - TOTAL - COST ABSTRACT Page 1 of 1 BILL OF QUANTITY Construction of Office Campus including Buildings and Services on Plot No. 7 & 8 of Phase 1, Sector-24 at Naya Raipur Sl. No Description Unit Quantity Rate [In INR] Rate in Words [In INR] Amount [In INR] A CIVIL WORKS EARTH WORK I Excavation in all types and sizes of foundations, trenches and drains or for any other purpose with all lead and lift including seperation of usefull soil for refilling and stacking & levelling of same, and disposal of surplus excavated 1 stuff and spoils beyond NRDA boundries or as directed by Engineer In- charge including souring, dewatering, surface dressing, etc.., complete as per direction of Engineer In-charge. a In all types of soil cum 57,140.00 - b In Soft rock Cum 8,570.00 - c In hard rock Cum 8,570.00 - 2.00 Surface dressing of the ground including removing vegetation and making sqm 22,290.00 - up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). 3.00 Extra for every additional lift of 1.5 m or part thereof. a In all types of soil cum 1,08,564.40 - b Ordinary or hard rock cum 5,713.92 - CIVIL WORKS Page 1 of 38 Sl. No Description Unit Quantity Rate [In INR] Rate in Words [In INR] Amount [In INR] BACK FILLING Filling from available excavated stuff (Excluding rock) in trenches, plinth, cum 15,174.00 - sides of foundation etc. in layers not exceeding 20cm in depth consolidating 4 each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M. Providing and filling in plinth with sand/ Crusher dust and hard moorum cum 3,830.00 - under floor in layers not exceeding 20cm in depth consolidating each 5 deposited layer by ramming and watering, including dressing etc. complete. Supplying chlorpyriphos/ Lindane emulsifiable concentrate of 20% in sealed litre 3,000.00 - 6 containers including delivery as specified. Diluting chemical emulsion (Chlorpyriphos/ lindane) in water as per 7 manufacturers recommendation and injecting for post - constructional anti- termite treatment: Along external wall where the apron is not provided using diluted chemical metre 700.00 - emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a a depth of 300 mm including excavation channel along the wall & rodding etc. complete: Along external wall below concrete or masonry apron along the plinth wall metre 700.00 - using diluted chemical emulsion @ 0.65 litres per hole including drilling b 12mmdia holes 300mm apart and plugging the same with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing apron after injecting chemical emulsion. Diluting chemical emulsion (Chlorpyriphos/ lindane) in water as per manufacturers recommendation and injecting for pre-constructional curative 8 cum preventive anti-termite treatment: (Five year service guarantee bond to be signed by contractor) Surface treatment by spreading emulsion under floor, over the plinth area sqm 13,950.00 - a before laying base concrete @ 5 litres / sqm. Providing and laying 150/ 230 mm thick dry rubble packing below flooring, cum 3,150.00 - etc. and in foundations where directed with good quality blue basalt stone of approximately cubical shape of required thickness, hand setting including 9 filling chips, spall sand in interstices ramming with mechanical rammer, watering, etc. as directed by Engineer-In -Charge etc. complete. CIVIL WORKS Page 2 of 38 Sl. No Description Unit Quantity Rate [In INR] Rate in Words [In INR] Amount [In INR] FORMWORK II Providing and fixing formwork including centering, shuttering, strutting, 1 staging, propping bracing etc. complete and including its removal at all levels, for: a Foundations, footings, base of columns and plinth beam in any shape and sqm 3,456.00 - size. b Wall of any thickness including attached pilasters, buttresses etc. sqm 5,164.00 - c Small lintel not exceeding 1.5m clear span. sqm 98.00 - d Edge of slab, breaks in floor and walls upto 200mm. metre 6,596.00 - e Columns, Pillars, Piers and likes- rectangular or square in shape sqm 14,000.00 - f Suspended floors, roofs, access platform, balconies (plain surfaces) and sqm 42,224.00 - shelves (cast in situ) g Beams, lintels, cantilevers & walls sqm 11,606.00 - h Stair cases of all types excluding spiral and folded plate type, including sqm 1,330.00 - risers and landings Extra for additional height every 1m or part thereof where height of staging sqm 43,362.00 - for formwork exceeds 4.0 m, with adequate bracing, propping etc at all 2 levels, for suspended floor, roof, landing, beam and balcony. (only plan area is to be measured) Extra for providing fixing and removing of propping from lower floor upwards sqm 42,992.00 - for the concreting. Propping should be provided two floors below. The props 3 of lower floor must be 50% of the props of the floor above including wedging etc. complete. In case propping is done in one floor below, only half the rate shall be paid. CIVIL WORKS Page 3 of 38 Sl. No Description Unit Quantity Rate [In INR] Rate in Words [In INR] Amount [In INR] Providing and fixing double scaffolding system (cup lock type) on the sqm 19,324.00 - exterior side, upto seven story height made with 40mm dia. M.S. tube 1.5 m centre to centre horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, 4 connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevation area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. (To be used for maintenance work judicially necessary deduction for scaffolding in the existing item to be done.) III CEMENT CONCRETE (PLAIN AND REINFORCED) Providing and laying design mix reinforcement cement concrete with crushed graded stone aggregate 20mm nominal size Including plastisizers 1 or retarders if required,using batching plant, transit mixer and concrete pump, in all works upto floor five level excluding cost of reinforcement and form work.
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