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Tender Value
₹96.8 L
EMD Value
₹1.7 L
Closing Date
29 Aug 2026, 6:00 pmDue today
CWE Bareilly
HEADQUARTERS, COMMANDER WORKS ENGINEER, MILITARY ENGINEER SERVICES, STATION ROAD, BAREILLY CANTT, PIN 243001
CONSTRUCTION OF OH RCC WATER TANK AT SHAHJAHANPUR CANTT UNDER GE (EAST) BAREILLY
2026_MES_766961_2
8200/B/951/E8
Open Tender
Civil Works
Item Rate
365 days
Shahjahanpur
As per NIT
7 documents required · 7 mandatory
₹1,000
Yes
GE (East) Bareilly
₹1.7 L
Yes
29 Aug 2026
31 Jul 2026
5 Sept 2026
31 Jul 2026
29 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SCHEDULE A PART-I (BUILDING WORK) | |||||
| 1.01 | Construction of RCC overhead tank capacity 50000 gallon 21 mtr staging with stair outside complete all as specified and as shown of drawing.
Note:- Structural drawings and design for RCC Overhead Tank above foundation level are attached with tender documents. However, detailed design of foundation/sub-structure and preparation of foundation drawings shall be carried out based on SBC report attched by the contractor duly vetted by any lIT at his own cost . No extra payment made to the contractor on this account. | 1 | Each | - | - |
| 2 | SCHEDULE A PART II A (EXTERNAL WATER SUPPLY) for details refer pdf folder | 1 | Each | 29,000 | ₹29,000 |
| 3SCHEDULE A PART II B (EXTERNAL WATER SUPPLY) | |||||
| 3.01 | M&L for boring under road/ PCC by using manual tool for inserting of pipe line any size complete all as specified and directed. | 6 | RM | - | - |
| 3.02 | Supply, laying, connecting and testing 200 mm bore dia ductile pipe tyton joint class K-9 suitable for including rubber joint in standard working length conforming to IS 8329 laid in trenches complete all as specified and directed. | 180 | RM | - | - |
| 3.03 | M&L for ductile special fitting such as bends, tapers, tecc pieces (single and double branch) any type and angle/ radius and straight connceting pieces but all end flanged complete all as specified and directed. | 110 | Kg | - | - |
| 3.04 | M&L for construction of block masonry valve pit/ chambers of size 1.0 mtr x 1.0 mtr x 1.0 mtr made with subclass B old size bricks compressive strength not less than 75 g/ cm² built in ement mortar 1:6 for sluice valve chamber including necessary excavation foundation, PCC 1:3:6 type C1 using 20 mm graded stone aggregate and 15 mm thcik internal plaster using cement mortar 1:4 with floating coat of neat cement PC coping and MS sheet 3.15 mm thick and applying two coats of synthetic enamel paint over a coat of red oxide primer on both side of the cover complete all as specified and directed. | 2 | Each Job | - | - |
| 4 | SCHEDULE A PART III A (EXTERNAL ELECTRIFICATION) for details refer pdf folder | 1 | Each | 2,44,078.38 | ₹2,44,078.38 |
| 5SCHEDULE A PART III B (EXTERNAL ELECTRIFICATION) | |||||
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details.html
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Tendernotice_1.pdf
PDF • 0.37 MB
dRGS64.pdf
Additional Documents • 1.81 MB
TENDER64_02.pdf
Tender Documents • 5.64 MB
BOQ_876105.xls
BOQ • 0.30 MB
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