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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance 578 AVAS VIKAS JANAKPURI B IZATNAGAR BAREILLY 243122 UP | BAREILLY | UTTAR PRADESH | 243122 | L1 | Admitted-Finance | |
| 2 | L2₹1.3 Cr+₹10.1 L (8.16%)Admitted-Finance 145H 2G AQAMA MODEL APARTMENT LUKERGANJ PRAYAGRAJ UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211001 | L2 | Admitted-Finance | |
| 3 | L3₹1.4 Cr+₹17.0 L (13.8%)Admitted-Finance 110B CIVIL LINES BAREILLY 243001 UP | BAREILLY | UTTAR PRADESH | 243001 | L3 | Admitted-Finance | |
| 4 | L4₹1.5 Cr+₹22.4 L (18.2%)Admitted-Finance 307 SADAR BAZAR LUCKNOW UP 226002 | LUCKNOW | UTTAR PRADESH | 226002 | L4 | Admitted-Finance | |
| 5 | L5₹1.5 Cr+₹25.8 L (20.9%)Admitted-Finance 203 B CHAHBAI BAREILLY UP 243001 | BAREILLY | BAREILLY | UP | 243001 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S Rajeev Sharma and Co. L3 | yash enterprises L2 | UTTRAKHAND BUILDERS L1 | M/s Vatsh Raj and co L4 | BAJAJ CONSTRUCTION L6 | MOHINDER SINGH AND SONS L7 | Quality Builders L5 | REHAN CONSTRUCTIONS L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00SCHEDULE 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 | 1,15,00,000 ₹1,15,00,000 | 1,10,00,000 ₹1,10,00,000 | 1,03,35,000 ₹1,03,35,000 | 1,19,00,000 ₹1,19,00,000 | 1,20,00,000 ₹1,20,00,000 | 99,00,000 ₹99,00,000 Lowest | 1,20,00,000 ₹1,20,00,000 | 1,28,00,000 ₹1,28,00,000 |
| 2.00 | SCHEDULE A PART II A (EXTERNAL WATER SUPPLY) for details refer pdf folder | 1 | Each | 40,000 ₹40,000 | 40,000 ₹40,000 | 34,750 ₹34,750 | 35,000 ₹35,000 | 43,500 ₹43,500 | 32,000 ₹32,000 Lowest | 60,000 ₹60,000 | 45,000 ₹45,000 |
| 3.00SCHEDULE 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 | 800 ₹4,800 | 800 ₹4,800 | 625 ₹3,750 | 850 ₹5,100 | 900 ₹5,400 | 600 ₹3,600 Lowest | 800 ₹4,800 | 1,000 ₹6,000 |
| 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 | 6,000 ₹10,80,000 | 5,000 ₹9,00,000 Lowest | 5,440 ₹9,79,200 | 7,200 ₹12,96,000 | 7,000 ₹12,60,000 | 5,750 ₹10,35,000 | 8,000 ₹14,40,000 | 7,000 ₹12,60,000 |
| 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 | 325 ₹35,750 | 200 ₹22,000 Lowest | 298 ₹32,780 | 250 ₹27,500 | 320 ₹35,200 | 360 ₹39,600 | 325 ₹35,750 | 400 ₹44,000 |
| 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 | 22,000 ₹44,000 | 22,000 ₹44,000 | 17,300 ₹34,600 Lowest | 19,000 ₹38,000 | 25,000 ₹50,000 | 21,400 ₹42,800 | 22,000 ₹44,000 | 25,000 ₹50,000 |
| 4.00 | SCHEDULE A PART III A (EXTERNAL ELECTRIFICATION) for details refer pdf folder | 1 | Each | 3,20,000 ₹3,20,000 | 3,20,000 ₹3,20,000 | 2,75,000 ₹2,75,000 Lowest | 2,90,000 ₹2,90,000 | 3,50,000 ₹3,50,000 | 29,80,000 ₹29,80,000 | 3,20,000 ₹3,20,000 | 3,50,000 ₹3,50,000 |
| 5.00SCHEDULE A PART III B (EXTERNAL ELECTRIFICATION) | |||||||||||
Tender Value
₹96.8 L
EMD Value
₹1.7 L
Closing Date
2 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE Bareilly
HEADQUARTERS, COMMANDER WORKS ENGINEER, MILITARY ENGINEER SERVICES, STATION ROAD, BAREILLY CANTT, PIN 243001
CA NO.CWE BLY/GE (E)/64 OF 2026- 2027CONSTRUCTION OF OH RCC WATER TANK AT SHAHJAHANPUR CANTT UNDER GE (EAST) BAREILLY
2026_MES_766961_3
8200/B/951/E8
Open Tender
Civil Works
Item Rate
365 days
Shahjahanpur
As per NIT
7 documents required · 7 mandatory
₹1,000
GE (East) Bareilly
₹1.7 L
Yes
23 Oct 2026
11 Sept 2026
9 Oct 2026
11 Sept 2026
2 Oct 2026
25 Sept 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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