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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.6 LAdmitted-Finance | ₹36.6 L | L1 | Admitted-Finance |
| 2 | L2₹36.8 LAdmitted-Finance | ₹36.8 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | BHOJPUR CONSTRUCTION L2 | ARG CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil. | 6,400 | Sqm | 10 ₹64,000 | 11.8 ₹75,520 |
| 2.00 | Earth work in excavation 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. | 193 | Cum | 150 ₹28,950 | 236 ₹45,548 |
| 3.00 | 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 m and lift upto 1.5 m. | 193 | Cum | 150 ₹28,950 | 177 ₹34,161 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 28 | Cum | 5,000 ₹1.4 L | 6,500 ₹1.8 L |
| 5.00 | 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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 188 | Cum | 6,500 ₹12.2 L | 7,200 ₹13.5 L |
| 6.00 | Supplying at site : R.C.C. post/ struts/rails/ pales (as per drawing enclosed) of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately). | 48 | Cum | 29,000 ₹13.9 L | 7,500 ₹3.6 L |
| 7.00 | Fencing with R.C.C. post placed at required distance, embedded incement concrete blocks, every 15th post, last but one end post and
corner post shall be strutted on both sides and end post one sideonly, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire | 52,378 | Mtr | 10 ₹5.2 L | 25 ₹13.1 L |
| 8.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:: Cement Mortar 1:6 (1 cement : 6 coarse sand). | 6 | Cum | 6,800 ₹40,800 | 7,670 ₹46,020 |
| 9.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) | 12 | Cum | 7,800 ₹93,600 | 7,870 ₹94,440 |
| 10.00 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 coarse sand) | 70 | Sqm | 275 ₹19,250 | 295 ₹20,650 |
Tender Value
₹46.4 L
EMD Value
₹92,759
Closing Date
20 Mar 2026, 5:00 pmClosed
Supdt. Engineer
CSIR-NBRI, Rana Pratap Marg, Lucknow-226001
as per BOQ
2025_CSIR_239242_3
1/WKS/14/25-Gl
Open Tender
Civil Works
120 days
CSIR-NBRI Lucknow
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹92,759
4 May 2026
14 Mar 2026
23 Mar 2026
14 Mar 2026
20 Mar 2026
14 Mar 2026
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil.
Earth work in excavation 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.
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 m and lift upto 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Supplying at site : R.C.C. post/ struts/rails/ pales (as per drawing enclosed) of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately).
Fencing with R.C.C. post placed at required distance, embedded incement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one sideonly, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:: Cement Mortar 1:6 (1 cement : 6 coarse sand).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 coarse sand)
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work.
Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Note:-Rates should be quoted inclusive of all Taxes, GST @ 18% etc.
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