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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹8.5 L
EMD Value
₹16,950
Closing Date
28 May 2026, 3:00 pmClosed
SENIOR MANAGER
CWC RO LUCKNOW
Construction of 03 Nos RWH at CW-Naini.
2026_CWC_278440_1
CWC/RO-LKO/Engg. /NIQ/26-27/04Q
Open Tender
Civil Works
Percentage
30 days
CW Naini
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹16,950
2 Jun 2026
22 May 2026
29 May 2026
22 May 2026
28 May 2026
22 May 2026
Name of Bidder
Earnest Money Deposit (EMD) /-
Details of any other information
CWC/RO-LKO/Engg. /NIQ/26-27/04Q
Construction of 03 Nos RWH at CW-Naini.
Sub-Schedule-I CIVIL DSR 2023
Total CWC estimated Cost for this schedule including labour cess & applicable GST (Rs.) ₹ 6,45,390.48
CWC/RO-LKO/Engg. /NIQ/26-27/04Q
Construction of 03 Nos RWH at CW-Naini.
Sub-Schedule -II: CIVIL NS/MR ITEMS
Total CWC estimated Cost for this schedule including labour cess & applicable GST (Rs.) ₹ 1,19,132.00
CWC/RO-LKO/Engg. /NIQ/26-27/04Q
Construction of 03 Nos RWH at CW-Naini.
Breif of Schedules
SCH_I (CIVIL DSR)
Sch_II (CIVIL MR)
Description
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 for all lift, as directed by Engineer-in-charge.
All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.
Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
All kinds of soil
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-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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 (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies and access platform
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:4(1 cement :4 coarse sand)
12 mm cement plaster of mix:
1:6(1 cement: 6 fine sand)
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
200 mm nominal size dia
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
200 mm nominal size dia
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge.
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
200 mm dia
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
200 mm dia
Description
S/L P.V.C Pipe
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