Tender For Construction Of 30000Lit Capacity Oht At Padur Asseba Colony In Kattankulam In Uthiramerur Panchayat Union Under Jjm Savings 2020-21
Tender Value
Ref. Documents
Estimated cost
Bid Submission
06 May 2023
0 days left
EMD
18370
Bank guarantee accepted
Document Fee
18370
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 30000Lit Capacity Oht At Padur Asseba Colony In Kattankulam In Uthiramerur Panchayat Union Under Jjm Savings 2020-21
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavation & depositing on bankwith an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessarydepositing thesurplus earth on bank and otherincedential charges etc., complete and as directed by TWAD board Officers.First depth of 2m From 0 to 2 m below GL |
| 2 | Second depth of 2m From 2m to 4 m below GL |
| 3 | Sand filling for foundation with clear river sand including cost of sand, watering,ramming andconsolidation etc complete as directed by TWAD Bord officers |
| 4 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) forfoundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers. |
| 5 | Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed)excluding the cost of RTS rods for reinforcement and centering, strutting, shutteringbut including cost of all materialsmixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating,finishing and curing etc., Complete and as directed by the TWAD Board Officers. |
| 6 | Below 1.5m from GL |
| 7 | 0m to 1.50m below GL |
| 8 | 0m to 4.50m above GL |
| 9 | 4.50 m to 7.32 m above GL |
| 10 | 7.32 m to 10.98 m above GL |
| 11 | 10.98 m to 14.64 m above GL |
| 12 | 14.64 m to 18.30 m above GL |
| 13 | Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers. |
| 14 | Below 1.5m from GL |
| 15 | From GL to 3.30m |
| 16 | From 5.30m to 6.30m above GL |
| 17 | From 8.30m to 9.30m above GL |
| 18 | From 11.30m to 12.30m |
| 19 | Square Column Below GL and upto 3.30m above GL |
| 20 | 3.31m to 4.30m ht |
| 21 | 4.31m to 5.30m ht |
| 22 | 5.31m to 6.30m ht |
| 23 | 6.31m to 7.30m ht |
| 24 | 7.31m to 8.30m ht |
| 25 | 8.31m to 9.30m ht |
| 26 | 9.31m to 10.30m ht |
| 27 | 10.31m to 11.30m ht |
| 28 | 11.31m to 12.30m ht |
| 29 | Curved Surface - upto 3.30m ht.11.30m to 12.30m |
| 30 | 12.30m to 13.30m |
| 31 | 13.30m to 14.30m |
| 32 | 14.30m to 15.30m |
| 33 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecificationand supplied with test certificateFe. 415 grade as per IS specification No.1786/1985 and as amended from time to time)delivery at site of work including loading, freight, unloading,stacking,transit insurance charges, taxes etc. complete. |
| 34 | Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete |
| 35 | Fabrication, supply, delivery and fixing of outside MS Ladder of 45cmclear wide made out of 50 mm x 50mm x 6mm MS angle for both sides |
| 36 | Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. |
| 37 | Providing 110mm PVC vent cowlarrangementsmosquito proof nylon net and as directed by TWAD Board officers |
| 38 | Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed |
| 39 | Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges . |
| 40 | Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges . |
| 41 | Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes,specials,valve,labour charges for lifting, aligning, cutting, threading,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete as detailed below. |
| 42 | 65mm GI pipes for inlet connection |
| 43 | 65mm GI pipes for over flow & rain water harvesting pipe |
| 44 | 50mm GI pipes for scour pipe |
| 45 | 65mm GI pipe for delivery pipe |
| 46 | 90mm PVC Threaded coupler |
| 47 | 63mm PVC Threaded coupler |
| 48 | 65mm dia GI Tee |
| 49 | 65mm dia GI bend 90 |
| 50 | 65mm dia GI bend (short) |
| 51 | 65mm GI coupler |
| 52 | 65mm GI union |
| 53 | 65mm GI Elbow |
| 54 | 50mm GI union |
| 55 | 50mm GI Elbow |
| 56 | 65x50mm GI reducer |
| 57 | 65mm GM gate valve |
| 58 | 50mm GM gate valve |
| 59 | 63 mm PVC 4Ksc Pipe |
| 60 | 65 GI Flange set |
| 61 | 50 GI Flange set |
| 62 | 63 mm PVC 4Ksc Pipe |
| 63 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers |
| 64 | Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflowand scour arrangements including cutting and threading, earth work excavation & refilling. |
| 65 | Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers |
| 66 | Providing Hand rails over the Standing Platform by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers |
| 67 | Pumping Main Line 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 |
| 68 | PVC Bends fabricated6 KSC |
| 69 | PVC Couplers fabricated6 KSC |
| 70 | Distribution Line Supply,delivery, laying and jointing of 63mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification |
| 71 | 4 PVC Bends fabricated6 KSC |
| 72 | PVC Couplers fabricated |
| 73 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package} |
AI Tender Summary
Tender Timeline
May 01, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMay 06, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 06, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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