Construction Of Openwell In Pumping Mainline Mennalur Colony At Mennalur Panchayat Uthiramerur Block In Kanchipuram District For The Year 2020-21
Tender Value
Ref. Documents
Estimated cost
Bid Submission
07 Dec 2020
0 days left
EMD
14020
Bank guarantee accepted
Document Fee
14.02 Lakhs
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Uthiramerur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Openwell In Pumping Mainline Mennalur Colony At Mennalur Panchayat Uthiramerur Block In Kanchipuram District For The Year 2020-21
BOQ
| Name of the work : Construction of Openwell IN Pumping MainLine Mennalur Colony At Mennalur Panchayat Uthiramerur block in kanchipuram District for the year 2020-21 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing PUMPING MAIN LINE | BI01010001010000000000000515BI0100001288 | ||
| 2 | 2 | Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer. | BI01010001010000000000000515BI0100001289 | 0.445 | KM |
| 3 | 3 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works | BI01010001010000000000000515BI0100001290 | ||
| 4 | 4 | a.90mm PVC Bend | BI01010001010000000000000515BI0100001291 | 12 | No. |
| 5 | 5 | b 90mm PVC Threaded coupler | BI01010001010000000000000515BI0100001292 | 12 | No. |
| 6 | 6 | Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking | BI01010001010000000000000515BI0100001293 | ||
| 7 | 7 | a.80mm GI pipe | BI01010001010000000000000515BI0100001294 | 12 | m |
| 8 | 8 | Supply and delivery of GI specials to site of work as per IS specification with ISI marking | BI01010001010000000000000515BI0100001295 | ||
| 9 | 9 | a.80mm GI Elbow | BI01010001010000000000000515BI0100001296 | 2 | No. |
| 10 | 10 | b.80mm GI coupling | BI01010001010000000000000515BI0100001297 | 4 | No. |
| 11 | 11 | Laying and jointing of GI Pipes with GI specials and PVC specials etc | BI01010001010000000000000515BI0100001298 | ||
| 12 | 12 | a.80mm dia Pipe | BI01010001010000000000000515BI0100001299 | 12 | m |
| 13 | 13 | B.T. Roads (or) Maccadam road | BI01010001010000000000000515BI0100001300 | 6.48 | Cum |
| 14 | 14 | Providing OPENWELL | BI01010001010000000000000515BI0100001301 | ||
| 15 | 15 | Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Hard stiff clay, stiff black coton soil, hard red earth, shales, murram, gravel, stoney earth and earthmixed with small size boulders and hard gravely soil | BI01010001010000000000000515BI0100001302 | ||
| 16 | 16 | I st depth 0 - 2.0m below GL | BI01010001010000000000000515BI0100001303 | 157.14 | Cum |
| 17 | 17 | II nd depth 2.0 - 3.0m below GL | BI01010001010000000000000515BI0100001304 | 44.2 | Cum |
| 18 | 18 | Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in soft disintegrated rock, laterite, soft rock or kankar not requiring blasting | BI01010001010000000000000515BI0100001305 | ||
| 19 | 19 | II nd depth 3.0 - 4.0m below GL | BI01010001010000000000000515BI0100001306 | 44.2 | Cum |
| 20 | 20 | III rd depth 4.0 -6.0m below GL | BI01010001010000000000000515BI0100001307 | 88.39 | Cum |
| 21 | 21 | Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Medium rock and dense medium rock not requring blasting | BI01010001010000000000000515BI0100001308 | ||
| 22 | 22 | IV th depth 6.0 -8.0m below GL | BI01010001010000000000000515BI0100001309 | 47.54 | m3 |
| 23 | 23 | Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Medium rock and dense medium rock requiring blasting | BI01010001010000000000000515BI0100001310 | ||
| 24 | 24 | V th depth 8M -10M below GL | BI01010001010000000000000515BI0100001311 | 47.54 | m3 |
| 25 | 25 | VI th depth 10.0 - 11.0m below GL | BI01010001010000000000000515BI0100001312 | 23.77 | m3 |
| 26 | 26 | Open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Hard granite measured in solid including blasting and stacking | BI01010001010000000000000515BI0100001313 | ||
| 27 | 27 | VI th depth 11.0 - 12.0m below GL | BI01010001010000000000000515BI0100001314 | 47.54 | m3 |
| 28 | 28 | Plain Cement Concrete 1:4:8 (One Cement, four Sand and eight HBGS) using 40mm size HBS metal for foundation including cost of all materials labour mixing and placing the concrete in position ramming curing finishing etc. complete and as directed by TWAD Board Officers \nfrom 4.50m to 9.00m below G.L. | BI01010001010000000000000515BI0100001315 | 1.59 | m3 |
| 29 | 29 | Centering for soffits of R.C.C members or plane surface including shuttering, strutting to the centering and providing supports etc. for the following members using MS sheets of size 90cmx60cm and PG 10 KG stiffend with welded MS angle of size 25mmx25mmx3mm laid over silver oak (country wood) joists of size 10cmx6.5cm (space at about 90cm c/c) and casurina props of 10cm to 13cm dia spaced at 75cm c/c for various heights. The centering should be removed after the specified striping time of the concrete as per IS 456/1978 etc., complete | BI01010001010000000000000515BI0100001316 | ||
| 30 | 30 | Ring Beam | BI01010001010000000000000515BI0100001317 | 12.72 | m2 |
| 31 | 31 | Ring Beam | BI01010001010000000000000515BI0100001318 | 12.72 | m2 |
| 32 | 32 | Ring Beam | BI01010001010000000000000515BI0100001319 | 12.15 | m2 |
| 33 | 33 | Supplying, Cutting, bending, tying, fabricating & placing in position of steel RTS rods for all RCC works including cost of steel and binding wire etc. The steel should confirm to the relavant IS specification and supplied with test certificate ( Fe. 415 grade as per IS specification No. 1786 / 1985 and as amended from time to time ) for delivery at site of work including loading, freight, unloading , stacking, transit insurance charges, taxes, etc. complete | BI01010001010000000000000515BI0100001320 | 6.6679 | Qtl |
| 34 | 34 | Reinforced cement concrete mix M 30 grade using 10mm & 20mm hard blue granite stone (Machine crushed ) . The rate is excluding cost of supplying, fabricating and placing in position of steel reinforcement centering shuttering, strutting but including cost of all materials mixing laying the concrete with mechanical vibrators , ramming consolidating, finishing curing etc. complete and as directed by TWAD Board officers. | BI01010001010000000000000515BI0100001321 | ||
| 35 | 35 | Ring beam | BI01010001010000000000000515BI0100001322 | 4.77 | m3 |
| 36 | 36 | Ring beam at 1.50 - 4.50m below GL | BI01010001010000000000000515BI0100001323 | 4.77 | m3 |
| 37 | 37 | Ring beam at 4.50 - 6.0m below GL | BI01010001010000000000000515BI0100001324 | 2.73 | m3 |
| 38 | 38 | Randam rubble masonry in CM 1:5 (one cement and five sand)for steining wall of open well using rough stones and bond stones including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board officers. | BI01010001010000000000000515BI0100001325 | ||
| 39 | 39 | Randam rubble masonry in CM 1:5 (one cement and five sand)for steining wall of open well using rough stones and bond stones including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board officers. | BI01010001010000000000000515BI0100001326 | 56.71 | m3 |
| 40 | 40 | Randam rubble masonry in CM 1:5 (one cement and five sand)for steining wall of open well using rough stones and bond stones including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board officers. | BI01010001010000000000000515BI0100001327 | 18.24 | m3 |
| 41 | 41 | Randam rubble masonry in CM 1:5 (one cement and five sand)for steining wall of open well using rough stones and bond stones including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board officers. | BI01010001010000000000000515BI0100001328 | 10.95 | m3 |
| 42 | 42 | Providing PUMPSET for Openwell | BI01010001010000000000000515BI0100001329 | ||
| 43 | 43 | Supply, delivery and erection of Submersible Pumpset of 50LPMX175 Head as per SOR TWAD - Page 88 | BI01010001010000000000000515BI0100001330 | 1 | set |
| 44 | 44 | Supply and delivery of 3 phase Panel Board D.O.L with two level guard and auto start confirming to IS specification for 1 HP pumpset. TWAD SOR Page 101 | BI01010001010000000000000515BI0100001331 | 1 | set |
| 45 | 45 | Supply, delivery of 1.1 KV Grade,PVC insulated and sheathed 3 core flat copper submersible cable with ISI marking conforming of IS 694/1990 of reputed make for submersible motor erected in borewell. | BI01010001010000000000000515BI0100001332 | 20 | m |
| 46 | 46 | Supply and Delivery of 1.1 KV grade 3 core Aluminum conductor U.G. cable conforming to IS 1554/part I and with ISI marking of reputed make for submersible motor erected in the Bore well/Open well page 109 I sl.no 2 | BI01010001010000000000000515BI0100001333 | 140 | m |
| 47 | 47 | Laying of ……...Sqmm Armoured Aluminum conductor cable below GL including earth work excavation and refilling the trench after the cable laid etc., complete | BI01010001010000000000000515BI0100001334 | 130 | m |
| 48 | 48 | Laying of …….Sqmm Armoured Aluminum conductor cable in trenches inside the pump room or in air etc., complet | BI01010001010000000000000515BI0100001335 | 10 | m |
| 49 | 49 | Labour charges for erection of submersible pump set including fixing and jointing the submersible cable with clamps to the required depth, valves and errection panel board control room twin earthing as per I.E Rules including cost of civil works | BI01010001010000000000000515BI0100001336 | ||
| 50 | 50 | Upto 5 HP | BI01010001010000000000000515BI0100001337 | 1 | set |
| 51 | 51 | Construction of Bore pit arrangements complete ect. | BI01010001010000000000000515BI0100001338 | 1 | set |
| 52 | 52 | GST Amount for providing Service to Government Contract Works for the above Construction Works.\n { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package}\n | BI01010001010000000000000515BI0100001339 | 1 | GST Amount \n (in Rupees) |
AI Tender Summary
Tender Timeline
Dec 01, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedDec 07, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 07, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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