TENDER DOCUMENT (Volume - 3 Containing 155 Pages)

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TENDER DOCUMENT (Volume - 3 Containing 155 Pages) Name of work: - Construction of Terminal Building & Associated works at Leh Airport, J&K [Tender ID No. 2018_AAI_11239_1] TENDER DOCUMENT (Volume - 3 Containing 155 Pages) Bid Manager : SATYENDRA SINGH Tel. No. : 011-24632950 Extn. No. : 2517 Mobile No. : 9810762595 E-mail ID : [email protected] Fax No. : 011-24693495 AIRPORTS AUTHORITY OF INDIA ENGINEERING WING RAJIV GANDHI BHAWAN SAFDARJUNG AIRPORT NEW DELHI - 110003 INDEX NAME OF WORK: CONSTRUCTION OF TERMINAL BUILDING & ASSOCIATED WORKS AT LEH AIRPORT, J&K THE DETAILS OF TENDER DOCUMENT ARE GIVEN BELOW: Sl. No. Description Page No. Volume - I 1. Press Notice PN 01 2. General Instruction for Online Bid Submission IOBS 01-03 3. Notice Inviting e-Tender WNIT 01-05 4. Pre-Qualification Proforma PQ 01-06 5. General Guidelines for the Bidders NIT 01-07 6. General Conditions of Contract GCC 01-139 01-37 7. Special Conditions of Contract (Civil) SCC (Civil) 01-27 8. Special Conditions of Contract (GRIHA) SCC (GRIHA) 01-20 9. Special Conditions of Contract (E&M Works) SCC (ELECT) 01-14 10. List of Approved Makes (Civil) LOAM (C) 01-17 11. List of Approved Makes (Electrical) LOAM (E) 01-22 12. Proforma PR Volume - II 01-221 13. Technical Specification (Civil) TSC 01-1216 14. Technical Specification (Electrical) TS(E) Volume - III 01-155 15. Schedule of Quantities (Civil & Electrical) SOQ Volume - IV 01-05 16. List of Tender Drawings LOTD 01-148 17. Tender Drawings DWG 2043 TOTAL THIS TENDER DOCUMENT CONTAINS FOUR VOLUMES. VOLUME-I CONTAINS 298 PAGES, VOLUME-II CONTAINS 1437 PAGES, VOLUME-III CONTAINS 155 PAGES & VOLUME-IV CONTAINS 153 PAGES. (TOTAL PAGES OF VOLUME-I TO VOLUME-IV ARE 2043) SCHEDULE OF QUANTITIES SCHEDULE OF QUANTITIES (SOQ) NAME OF WORK : CONSTRUCTION OF TERMINAL BUILDING & ASSOCIATED WORKS AT LEH AIRPORT, J&K S.NO. ITEM NO. ITEM DESCRIPTION UNIT QUANTITY 1 STRUCTURAL WORKS 2 REFER SPECIFICATION-3 :CIVIL& STRUCTURAL WORK-PLAIN & REINFORCED CEMENT CONCRETE 3 PCC - Non FIM Items Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing 4 S001 CUM 50 the top surface rough or smooth as specified and directed all complete for concrete grade M20 with 20mm and down size graded crushed stone aggaregates/Gravels.ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 5 RCC Flooring - Non FIM Items Providing and laying REINFORCED CEMENT CONCRETE OF M-20 GRADE with 20mm and down size graded crushed stone aggregates / gravel in NON- SUSPENDED slabs / pavement slabs including pedestals, ramps etc. leaving pockets, laying in alternate panels to required slopes, all necessary form work and finishing the top surface rough or smooth, including cost of admixtures if used, providing pockets, openings, recesses, chamfering etc., wherever 6 S002 CUM 1700 required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT AND SHUTTERING) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 7 HYD Bars / MS Bars - Non FIM Items Supplying and placing in position HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe500D TMT conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SWG 8 S003 MT 1900 black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. Bending of bar in other location (outside the site location )as per approved drawing supplying and placing in position HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe500D TMT conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, 9 S004 cutting, bending to required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every intersection, supplying and MT 150 placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. 10 Centering and Shuttering - Non FIM Items Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in foundations in all types of Structures for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and 11 S005 SQM 50 removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in superstructures in all types of Structures for all heights above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same 12 S006 SQM 200 after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. VOLUME-3 SCHEDULE OF QUANTITIES Page 1 of 155 SCHEDULE OF QUANTITIES (SOQ) NAME OF WORK : CONSTRUCTION OF TERMINAL BUILDING & ASSOCIATED WORKS AT LEH AIRPORT, J&K S.NO. ITEM NO. ITEM DESCRIPTION UNIT QUANTITY Providing and fixing MS metal deck sheets as permanent support for floor slabs/ roof slabs at various levels for structures such as equipment supporting structures/ pipe racks/ buildings etc., for all heights above plinth level including supply of profiled (trough type) galvanized 1mm thick cold rolled corrugated steel deck panel and accessories of any approved colour, make, conforming to relevant IS/ BS/ ASTM codes which will form the part of sacrificial/ left-in 13 S007 SQM 11000 shuttering to support the wet concrete without any vertical propping, spanning of sheets between the floor structural framework and fixing with the steel structural/ concrete beams by self leveling screws, keeping any other fixtures etc., including supply of all materials to site, laying & fixing, labour, tools & tackles, all consumables, etc, all complete as per the manufacturer's recommendation, specifications and as per the directions of engineer- in-charge. 14 Expansion joints - Non FIM Items Providing 20mm wide EXPANSION JOINTS in flooring and pavement slabs and ISOLATION JOINTS around equipment foundations/columns/pedestal/trenches etc. including cleaning the joints of all loose material, filling clean sand for the full depth of slab (upto and inclusive of 300 mm) except for 12mm depth from 15 S008 METRE 100 top and sealing the top 12mm with approved two part liquid polysulphide Sealing Compound as per IS:12118 etc. all complete as shown, specified and directed. Supplying and fixing in position 25mm thick BITUMEN IMPREGNATED FIBRE BOARD conforming to IS:1838 of approved quality in expansion joints at all 16 S009 SQM 385 locations and levels in concrete structures etc. all complete as shown, specified and directed. Supplying and fixing in position 50 mm (2X25 mm) thick BITUMEN IMPREGNATED FIBRE BOARD conforming to IS:1838 of approved quality in expansion 17 S010 SQM 35 joints at all locations and levels in concrete structures etc. all complete as shown, specified and directed. Supplying and sealing EXPANSION JOINTS 25 mm wide and 12mm deep at all locations and levels in Concrete Structures with approved two part liquid 18 S011 METRE 300 POLYSULPHIDE SEALING COMPOUND as per IS:12118 including raking of joints etc. all complete as shown, specified and directed. Supplying and sealing EXPANSION JOINTS 50 mm wide and 12mm deep at all locations and levels in Concrete Structures with approved two part liquid 19 S012 METRE 350 POLYSULPHIDE SEALING COMPOUND as per IS:12118 including raking of joints etc. all complete as shown, specified and directed. Mechanical Rebar Couplers - Non-FIM items 20 Supplying and fixing MECHANICAL REBAR COUPLER of approved make for jointing high strength deformed steel reinforcement bars of Grade Fe500D (conforming to IS:1786) of dia. upto and inclusive of 25 mm at all levels & locations including testing as per manufacturer's recommendations, adjusting etc. 21 S013 EACH 50 all complete as specified and directed. Fixing Re-bars in already cast concrete - Non FIM Items 22 "Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. upto 12 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE 23 S014 EACH 20 ANCHORAGE, including testing (as per manufacturer'srecommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS. VOLUME-3 SCHEDULE OF QUANTITIES Page 2 of 155 SCHEDULE OF QUANTITIES (SOQ) NAME OF WORK : CONSTRUCTION OF TERMINAL BUILDING & ASSOCIATED WORKS AT LEH AIRPORT, J&K S.NO. ITEM NO. ITEM DESCRIPTION UNIT QUANTITY "Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia.
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