Tender For Amrut-Amrut 2.0 - Water Supply Sector Projects-Augmentation Of Water Supply Scheme To Neyyattinkara Municipality - Construction Of Check Dam And Allied Works In Neyyar River Behind Sreekrishnaswamy Temple In Neyyatinkara Municipality In Th
Tender Value
5.68 Crore
Estimated cost
Bid Submission
22 Sep 2026
7 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
13010
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thiruvananthapuram → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Amrut-Amrut 2.0 - Water Supply Sector Projects-Augmentation Of Water Supply Scheme To Neyyattinkara Municipality - Construction Of Check Dam And Allied Works In Neyyar River Behind Sreekrishnaswamy Temple In Neyyatinkara Municipality In Thiruvananthapuram District-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Check Dam |
| 2 | OD18900/2026-2027:Putting up ring bund of bottom width 8.00 m, top width 5.00 m, with earth-filled cement bags having a core gap of 1.80 m, and filling with puddle clay to a height of 3.00 m, including driving down Z/U type MS sheet piles of 6.20 m height vertically to lines and levels, interlocking with adjacent piles using a suitable pile driving unit and all its accessories for an average depth of 6.20 m for arresting seepage water. This includes ensuring sufficient anchorage and horizontally bracing with M.S. flats and angles wherever necessary, as well as dismantling the bund and pulling out driven sheet piles after completion of the work, etc., complete as directed by the departmental officers at site. |
| 3 | 60.2.5:BAILING OUT WATER USING PUMP ABOVE 20HP AND UP TO 30HP -Bailing out water with engine and pump set above 25HP and up to 30HP, including conveyance to site and errection,cost of fuel, lubrication oil and other stores, pay of staff etc complete |
| 4 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. |
| 5 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 6 | OD18904/2026-2027:Providing hot rolled Z profile steel sheet pile of size 700x421x9.5 mm (ESZ 19-700) and length mmore than 10m confirming to EN -10248 (European Standard) LARSSEN interlocks subjected to the fulfillment of conditions of minimum thickness not less than 9.5mm, unit weight not less than 115.4kg/m2 , minimum section modulus per m of wall not less than 1021cm3/m, minimum yield strength of steel 350Mpa, driving down veritcally in lines and levels interlocking with adjacent piles in position with vibratory pile driving unit conforming to IS 11150-1993 and all acceesories including all labour, hire charges etc. complete and in the presence of departmental Engineers in charge of work, which shall be video graphed and recorded for reference.This item should attain all BIS Regulations and clearance from Indian ports |
| 7 | OD23457/2026-2027:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).600 mm dia piles |
| 8 | OD23456/2026-2027:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).500 mm dia piles |
| 9 | OD21668/2026-2027:Providing steel liner 6 mm thick for piling works including fabricating setting out and erecting complete as per drawing and design as per direction of Engineer in Charge |
| 10 | 20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity) |
| 11 | 60.7.4:DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site |
| 12 | OD24033/2026-2027:DR PACKING FOR APRONS - Rough stone dry packing for apron with departmental good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site |
| 13 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 14 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 15 | OD18811/2026-2027:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All work upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 16 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 17 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 18 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 19 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 20 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 21 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 22 | 60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers. |
| 23 | 60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers. |
| 24 | OD21664/2026-2027:Supplying and providing inverted filter below block apron(laying 20mm thick good earth over river bed,6mm broken stone in layers of 20cm thick over red earth,20mm broken stone in layers of 20cm thick over 6mm broken stone ) including cost and conveyance and labour charges etc |
| 25 | 60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. |
| 26 | OD24034/2026-2027:Providing and laying non woven geotextile filter for use as filteration and drainage layer behind abutment/wing wall with mass per unit area not less than 300gm/m2, pore size(mm) less than 0.075mm. including conveyance, necessary cutting, overlapping, fixing, jointing and all incidental works as directed by the Engineer in charge. |
| 27 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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