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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.0 LAccepted-AOC | ₹22.0 L | L1 | Accepted-AOC Lowest Rate Quoted among the others |
| 2 | L2₹22.0 LRejected-AOC | ₹22.0 L | L2 | Rejected-AOC Higher Rate Quoted among the others |
| Sl No | Description | Qty | Unit | Ansumon Narzari L2 | Elison Mochahari L1 |
|---|---|---|---|---|---|
| 1.00 | CIVIL WORKS : 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. 2.8.1 All kinds of soil. | 49.24 | Cu.m | 286.85 ₹14,124.21 | 286.85 ₹14,124.21 |
| 2.00 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete: 16.12.1 With common burnt clay FPS (non modular) bricks of class | 195.91 | Sqm | 607.2 ₹1.2 L | 607.2 ₹1.2 L |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.89 | Cum | 6,833.4 ₹19,741.69 | 6,833.4 ₹19,741.69 |
| 4.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.1. Mild steel and Medium Tensile steel bars. | 1,497.9 | Kg | 88.95 ₹1.3 L | 88.95 ₹1.3 L |
| 5.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22.A.1 Mild steel and Medium Tensile steel bars. | 1,157.61 | Kg | 88.95 ₹1.0 L | 88.95 ₹1.0 L |
| 6.00 | FORM WORK :
Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 : Foundations, footings, bases of columns, etc. for mass concrete | 90.24 | Sqm | 307.95 ₹27,789.41 | 307.95 ₹27,789.41 |
| 7.00 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 84.48 | Sqm | 804.25 ₹67,943.04 | 804.25 ₹67,943.04 |
| 8.00 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 73.55 | Sqm | 608.35 ₹44,744.14 | 608.35 ₹44,744.14 |
| 9.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
5.1.3 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) | 14.77 | Cum | 7,945.65 ₹1.2 L | 7,945.65 ₹1.2 L |
| 10.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
5.2.2 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) | 4.22 | Cum | 10,185.05 ₹43,021.65 | 10,185.05 ₹43,021.65 |
Tender Value
₹22 L
EMD Value
₹44,000
Closing Date
15 Jul 2024, 2:30 pmClosed
Director PNRD BTC Kokrajhar
Director PNRD BTC Kokrajhar
DPRD/BTC/(Gen)Udl-270/2024/09
2024_BoTC_37711_1
DPRD/BTC/(Gen)Udl-270/2024/09
Open Tender
Civil Works
180 days
Udalguri
Refer to Bid Document
4 documents required · 4 mandatory
₹450
₹44,000
Yes
Director PNRD BTC Kokrajhar
24 May 2026
24 Jun 2024
17 Jul 2024
24 Jun 2024
15 Jul 2024
24 Jun 2024
24 Jun 2024 - 15 Jul 2024
9 Jul 2024
Amount
CIVIL WORKS : 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. 2.8.1 All kinds of soil.
Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete: 16.12.1 With common burnt clay FPS (non modular) bricks of class
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1. Mild steel and Medium Tensile steel bars.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22.A.1 Mild steel and Medium Tensile steel bars.
FORM WORK : Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 : Foundations, footings, bases of columns, etc. for mass concrete
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5.1.3 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)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 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) : 3 graded stone aggregate 20 mm nominal size).
Brick work with common burnt clay F.P.S. ( modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
13.1 12 mm cement plaster of mix : 13.4.2 1:6 (1 cement : 6 coarse sand)
13.1 12 mm cement plaster of mix : 13.9.1 1:3 (1 cement : 3 coarse sand)
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.3 Electric resistance or induction butt welded tubes.
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.3) 0.63 mm thick with zinc coating not less than 275 gm/m²
Providing ridges or hips of width 60 cm overall width plain GS sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia GI limpet and bitumen washers complete. 12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m2.
2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete.
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer
Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
Construction of Toilet Block
Drinking water facility including Stage
Electrification work
2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete.
Ansumon Narzari
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