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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹10.0 L+₹4,269 (0.43%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s RISHANK ENTERPRISES L1 | M/S SHREYA ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00Earth 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 1.10 | All kinds of soil. | 27 | Cum | 205 ₹5,535 Lowest | 210 ₹5,670 |
| 2.00 | 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. | 27 | Cum | 253 ₹6,831 Lowest | 253 ₹6,831 Lowest |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 3.10 | 1:4:8 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 24 | Cum | 7,000 ₹1,68,000 Lowest | 7,000 ₹1,68,000 Lowest |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form work for : | |||||
| 4.10 | Foundations, footings, bases of columns, etc. for mass concrete | 13 | Sqm | 500 ₹6,500 Lowest | 500 ₹6,500 Lowest |
| 5.00Providing 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 : | |||||
| 5.10 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 3 | Cum | 9,001 ₹27,003 Lowest | 9,010 ₹27,030 |
| 6.00Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | |||||
Tender Value
₹9.3 L
EMD Value
₹18,590
Closing Date
10 Sept 2025, 6:00 pmClosed
EE(C)
EE(C), BCD-I, Atul Grove Road, Chemmery New Delhi-110001
Construction of 13 buildings at various locations in India for Unified Network Management System UNMS, including finishing works, water supply and Sanitary installations, electrical installations and cable laying, Automatic Fire Detection and Fire
2025_BSNL_247345_1
16/EE/BCD-I/ND/2025-26/240
Open Tender
Civil Works
Item Rate
45 days
Delhi Cantt
Please refer Tender documents.
4 documents required · 4 mandatory
₹590
AO (Cash)
₹18,590
15 Sept 2025
3 Sept 2025
12 Sept 2025
3 Sept 2025
10 Sept 2025
3 Sept 2025
Amount
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 up to 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 :
1:4:8 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases of columns, etc. for mass concrete
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-III): 3 graded stone aggregate 20 mm nominal size)
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All work uo tp plinth level
Concret of M25 grade with minimum Cement content 330 kg per Cum
Add for using extra cement in the above item of design mix over and above the specified cement content therein
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
Thermo-Mechanically Treated bars.
Cement mortar 1:4 (1 cement : 4 coarse sand)
12 mm cement plaster of mix :
1:4 (1 cement: 4 Coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix:
1:6 (1 cement: 6 Coarse sand)
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade (Apex of Asian paints or equivalent).
New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade
Two or more coats on new work
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
Providing and Fixing Sand stone Slab on Fuel trench. The cost is inclusive of pointing with Cement sand mortar 1:3 (1 Cement :3 Coarse sand ) mixed with pigment to match the shade of Stone Slab .
Thickness of Sand stone Slabs60mm & Length of Sand stone slabs 1260mm or as per site requirement
M/S SHREYA ENTERPRISES (BID ID -896717)
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