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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-Finance | ₹21.0 L | L1 | Accepted-Finance L1 bidders |
| 2 | L2₹22.0 LRejected-Finance | ₹22.0 L | L2 | Rejected-Finance L2 bidders |
| 3 | Not Admitted-Finance | - | - | Not Admitted-Finance Others-Technically not responsive as per technical evaluation summary |
| Sl No | Description | Qty | Unit | H. D. GROUPS L1 | SHIV RAGINI ASSOCIATES L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavtion by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 27.39 | CuM | 250 ₹6,847.50 | 225 ₹6,162.75 |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)) | 4.28 | CuM | 7,300 ₹31,244 | 8,500 ₹36,380 |
| 3.00 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete- 1200 mm dia RCC pipes. (Laying by manual/ machanical means) | 1.6 | Meter | 1,700 ₹2,720 | 4,500 ₹7,200 |
| 4.00 | Structural steel such as tees, angles channels and R.S. joists 40*40*5 DSR item no. 1007 | 48 | Kg | 135 ₹6,480 | 155 ₹7,440 |
| 5.00 | MS Flats up to 10 mm in thickness | 160.45 | Kg | 180 ₹28,881 | 165 ₹26,474.25 |
| 6.00 | Cutting,Welding and providing & fixing charges Jali over drain | 1 | Ls | 1,500 ₹1,500 | 25,000 ₹25,000 |
| 7.00 | 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) | 51.47 | CuM | 8,200 ₹4.2 L | 8,500 ₹4.4 L |
| 8.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.66 | CuM | 9,200 ₹6,072 | 10,500 ₹6,930 |
| 9.00 | Main gate Dismantling, Uplifting and Fixing | 1 | Ls | 5,000 ₹5,000 | 5,000 ₹5,000 |
| 10.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete | 1,884.06 | CuM | 635 ₹12.0 L | 690 ₹13.0 L |
Tender Value
Refer Docs
EMD Value
₹42,000
Closing Date
29 Dec 2025, 4:45 pmClosed
Executive Engineer
Office of the Executive Engineer Middle Ganga Division-1,Central Water Commission,Jaltarang Bhawan, Pratapbagh, Aliganj, Lucknow 226024 (UP)
Construction of Approach Path at office Campus at Bansi GDQ site located in Siddharthnagar under MGD-1,CWC,Lucknow
2025_CWC_891161_1
NIT-08/HQ/MGD-1/LKO/2025-26
Open Tender
Civil Works
30 days
Bansi-GDQ site located at Siddharthnagar under Low
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹42,000
Yes
20 Jan 2026
23 Dec 2025
30 Dec 2025
23 Dec 2025
29 Dec 2025
23 Dec 2025
Amount
Earth work in excavtion by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 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 level1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources))
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete- 1200 mm dia RCC pipes. (Laying by manual/ machanical means)
Structural steel such as tees, angles channels and R.S. joists 40*40*5 DSR item no. 1007
MS Flats up to 10 mm in thickness
Cutting,Welding and providing & fixing charges Jali over drain
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)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Main gate Dismantling, Uplifting and Fixing
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
Supplying and stacking at site- Over burnt (Jhama) brick aggregate 120 mm to 40 mm
Laying water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete.
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge .80 mm thick C.C. paver block of M-35 grade with approved color design and pattern.
12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand)
SHIV RAGINI ASSOCIATES (BID ID -3340356)
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