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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.8 LAccepted-AOC SADARGHAT LALBAGH MURSHIDABAD 742149 | MURSHIDABAD | WEST BENGAL | 742149 | L1 | Accepted-AOC L1 | |
| 2 | L2₹58.4 L+₹1.5 L (2.72%)Rejected-Finance KARIMPUR KHAIRUL ALAM KARIMPUR SCHOOLPARA BIRBHUM WEST BENGAL 731243 | BIRBHUM | WEST BENGAL | 731243 | L2 | Rejected-Finance L2 | |
| 3 | L3₹58.4 L+₹1.6 L (2.86%)Rejected-Finance KARIMPUR NAIHATI BIRBHUM 731243 | BIRBHUM | WEST BENGAL | 731243 | L3 | Rejected-Finance L3 | |
| 4 | L4₹58.7 L+₹1.9 L (3.37%)Rejected-Finance 330 GUGERA ADUPUR ROAD NEAR BHAGAT SINGH ITI VPO ALLIKA PALWAL PALWAL HARYANA 121102 UDYAM HR 20 0037339 | PALWAL | HARYANA | 121102 | L4 | Rejected-Finance L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | ABDUL SARTAZ | RADHA ENGINERINGWORK | KHAIRUL ALAM | Kundu Enterprise |
|---|---|---|---|---|---|---|---|
| 1.00Item Description | |||||||
| 1.01 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 55.75 | M2 | 1,170.75 ₹1,381.49 Lowest | 1,226.5 ₹1,447.27 | 1,477.38 ₹1,743.31 | 1,505.25 ₹1,776.2 |
| 1.02 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m. All kinds of soil | 69.08 | M3 | 10,707.4 ₹12,634.73 Lowest | 12,365.32 ₹14,591.08 | 12,503.48 ₹14,754.11 | 12,572.56 ₹14,835.62 |
| 1.03 | 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. | 13.82 | M3 | 3,233.88 ₹3,815.98 Lowest | 3,703.76 ₹4,370.44 | 3,551.74 ₹4,191.05 | 3,869.6 ₹4,566.13 |
| 1.04 | Brick on edge flooring with bricks of class designation7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks, 1:4 ( 1 cement: 4 coarse sand) | 52.05 | M2 | 62,616.15 ₹73,887.06 Lowest | 70,788 ₹83,529.84 | 71,672.85 ₹84,573.96 | 71,724.9 ₹84,635.38 |
| 1.05 | 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 24.91 | M3 | 2,55,501.87 ₹3,01,492.21 Lowest | 2,70,273.5 ₹3,18,922.73 | 2,72,764.5 ₹3,21,862.11 | 2,72,889.05 ₹3,22,009.08 |
| 1.06 | 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 1:4 (1 cement : 4 coarse sand) | 14.4 | M3 | 1,60,790.4 ₹1,89,732.67 Lowest | 1,79,280 ₹2,11,550.4 | 1,85,328 ₹2,18,687.04 | 1,85,400 ₹2,18,772 |
| 1.07 | 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. | 1,549.06 | KG | 1,99,828.74 ₹2,35,797.91 Lowest | 2,07,574.04 ₹2,44,937.37 | 2,12,221.22 ₹2,50,421.04 | 2,19,966.52 ₹2,59,560.49 |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for | 51.9 | M2 | 24,341.1 ₹28,722.5 Lowest | 27,247.5 ₹32,152.05 | 27,818.4 ₹32,825.71 | 27,870.3 ₹32,886.95 |
| 1.09 | Provision for centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | 24 | M2 | 21,120 ₹24,921.6 Lowest | 22,800 ₹26,904 | 25,320 ₹29,877.6 | 25,368 ₹29,934.24 |
Tender Value
₹54.2 L
EMD Value
₹1.6 L
Closing Date
27 Aug 2025, 10:00 amClosed
The Superintending Archaeologist
2nd Floor, BSNL Administrative Building, Karnajora, Raiganj, Uttar Dinajpur, West Bengal - 733130
AS PER NIT
2025_ASI_873161_1
06/2025-26/Raiganj
Open Tender
Civil Works
Works
180 days
COOCH BEHAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
SA ASI
₹1.6 L
Yes
4 Sept 2025
13 Aug 2025
28 Aug 2025
14 Aug 2025
27 Aug 2025
14 Aug 2025
Item Description
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 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.
Brick on edge flooring with bricks of class designation7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks, 1:4 ( 1 cement: 4 coarse sand)
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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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 1:4 (1 cement : 4 coarse sand)
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.
Centering and shuttering including strutting, propping etc. and removal of form for
Provision for centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Provision for centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
CEMENT PLASTER (IN FINE SAND)1: 4 Ratio 20mm Thick Plaster in Wall
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 @ 0.90 litre/10 sqm)
Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
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
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge
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
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto10 mm dia. etc. complete. Use MS angle for side of mesh 25 x 25 x 5 mm angle
Steel Cost of fencing Angle post with dismentaling the concrete base
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
Provision for Purching Item to complete the work
Electric Item of Sculpter Shed including all fitting,fixing
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