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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.8 LAccepted-AOC KARAVILAI VILLUKURI | ₹42.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹47.0 LRejected-AOC | ₹47.0 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical NOT fulfilled NIT requirements. |
| 4 | Rejected-Technical | - | - | Rejected-Technical NOT fulfilled NIT requirements. |
| Sl No | Description | Qty | Unit | Shiva and Co L1 | M/S.A.B.CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar. | 5 | Cum | 900 ₹4,500 | 900 ₹4,500 |
| 2.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (including equivalent design mix). | 5 | Cum | 1,050 ₹5,250 | 1,000 ₹5,000 |
| 3.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 5 | Cum | 1,800 ₹9,000 | 1,500 ₹7,500 |
| 4.00 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground with in 50 metre lead. | 300 | Sqm | 35 ₹10,500 | 50 ₹15,000 |
| 5.00 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. | 600 | Kg | 15 ₹9,000 | 21 ₹12,600 |
| 6.00 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: Channels, angles, tees and flats. | 918 | Kg | 1 ₹918 | 2 ₹1,836 |
| 7.00 | 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. | 144 | Cum | 175 ₹25,200 | 340 ₹48,960 |
| 8.00 | 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 and for all lift. | 108 | Cum | 130 ₹14,040 | 100 ₹10,800 |
| 9.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 10 | Cum | 1,700 ₹17,000 | 1,560 ₹15,600 |
| 10.00 | 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). | 31 | Cum | 6,100 ₹1.9 L | 6,800 ₹2.1 L |
Tender Value
₹61.2 L
EMD Value
₹1.2 L
Closing Date
12 Aug 2025, 6:00 pmClosed
Director, CSIR-NML
CSIR-NML, Jamshedpur
Raising of boundary wall in Golmuri colony campus adjacent to main road side and Jusco GF flat side, Jamshedpur
2025_CSIR_241009_1
NML/ENG./WSM/eNIT/07(06)/25-26
Open Tender
Civil Works
243 days
CSIR-NML, Jamshedpur
As per eNIT
8 documents required · 8 mandatory
₹0
₹1.2 L
10 Dec 2025
21 Jul 2025
14 Aug 2025
22 Jul 2025
12 Aug 2025
22 Jul 2025
Amount
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (including equivalent design mix).
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground with in 50 metre lead.
Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.
Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: Channels, angles, tees and flats.
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 and for all lift.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
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).
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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
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).
Centring and shuttering including strutting,propping,etc. and removal of form for:
Foundations, footings, bases of columns, etc. for mass concrete.
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
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 rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand).
12 mm Cement Plaster of Mix :1:6 (1 cement: 6 coarse sand).
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.
Applying priming coat : With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm).
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre.
Supplying and fixing turn buckles and straining bolts for barbed wire fencing.
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire.
Nail grouting on boundary wall (spacing 40 mm averge) including filling & sealing with cement slurry complete as per directed.
Refixing of Angle in single section, fixed with or without connecting plate on boundary wall complete as per directed. Material supplied by department.
M/S.A.B.CONSTRUCTION (BID ID -885574)
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