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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.1 LAccepted-AOC KARIMPUR NAIHATI BIRBHUM 731243 | BIRBHUM | WEST BENGAL | 731243 | ₹49.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹49.1 LRejected-Finance KARIMPUR NAIHATI BIRBHUM 731243 | BIRBHUM | WEST BENGAL | 731243 | ₹49.1 L | L2 | Rejected-Finance L2 |
| 3 | L3₹49.6 LRejected-Finance | ₹49.6 L | L3 | Rejected-Finance L3 |
| 4 | L4₹52.7 LRejected-Finance 60 K N C ROAD NAYAN KANAN BARASAT KOL 700124 | BARASAT | NORTH 24 PARGANAS | WEST BENGAL | 700124 | ₹52.7 L | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | ABDUL SARTAZ L1 | KHAIRUL ALAM L2 | Mr/Messrs. SAHA AND CO. L3 | Kundu Enterprise L4 |
|---|---|---|---|---|---|---|---|
| 1.00Execution of work under following items | |||||||
| 1.01 | Provision for 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 | 29,449 | M2 | 7.5 ₹2.6 L | 10 ₹3.5 L | 8.1 ₹2.8 L | 10.17 ₹3.5 L |
| 1.02 | Provision for Earth work in excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil | 234.5 | cum | 137.25 ₹37,979.62 | 150 ₹41,506.50 | 153.66 ₹42,519.54 | 150.66 ₹41,689.41 |
| 1.03 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of %Km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete | 472.31 | cum | 500 ₹2.8 L | 300 ₹1.7 L | 265.35 ₹1.5 L | 603.39 ₹3.4 L |
| 1.04 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks, 11.1.1 1:6 (1 cement : 6 coarse sand | 226.25 | M2 | 700 ₹1.9 L | 500 ₹1.3 L | 735.49 ₹2.0 L | 889.83 ₹2.4 L |
| 1.05 | Provision for P.C.C 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) | 18.62 | cum | 6,000 ₹1.3 L | 6,000 ₹1.3 L | 4,350.71 ₹95,592.10 | 5,508.47 ₹1.2 L |
| 1.06 | 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) | 66.02 | cum | 6,000 ₹4.7 L | 5,500 ₹4.3 L | 5,300.26 ₹4.1 L | 7,711.86 ₹6.0 L |
| 1.07 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.6 Thermo-Mechanically Treated bars of grade Fe 500D or more. | 7,050.3 | KG | 84 ₹7.0 L | 75 ₹6.2 L | 83.65 ₹7.0 L | 76.27 ₹6.3 L |
| 1.08 | Provision for Centering and shuttering including strutting, propping etc. and removal of form for FOOTING | 148.64 | M2 | 303 ₹53,144.75 | 350 ₹61,388.32 | 339.49 ₹59,545.18 | 254.24 ₹44,592 |
| 1.09 | Provision for Centering and shuttering including strutting, propping Lintels, beams, plinth beams, girders, bressumers and cantilevers Beam /Lintel | 76.29 | M2 | 570 ₹51,312.65 | 700 ₹63,015.54 | 637.52 ₹57,390.68 | 423.73 ₹38,145 |
Tender Value
₹66.2 L
EMD Value
₹2.0 L
Closing Date
30 Jan 2026, 10:00 amClosed
The Superintending Archaeologist
2nd Floor, BSNL Administrative Building, Karnajora, Raiganj
AS PER NIT
2026_ASI_894391_1
13/2025-26/Raiganj
Open Tender
Civil Works
180 days
Cooch Behar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
SA ASI
₹2.0 L
Yes
27 Feb 2026
16 Jan 2026
31 Jan 2026
17 Jan 2026
30 Jan 2026
17 Jan 2026
Provision for 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
Provision for Earth work in excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of %Km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete
Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks, 11.1.1 1:6 (1 cement : 6 coarse sand
Provision for P.C.C 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.6 Thermo-Mechanically Treated bars of grade Fe 500D or more.
Provision for Centering and shuttering including strutting, propping etc. and removal of form for FOOTING
Provision for Centering and shuttering including strutting, propping Lintels, beams, plinth beams, girders, bressumers and cantilevers Beam /Lintel
Provision for Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
Provision for Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth inin cement mortar 1:4 (1 cement : 4 coarse sand)
Provision for Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand)
Provision for 20 mm cement plaster of mix : 13.3.1 1:4 (1 cement: 4 fine sand)
Provision for Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound )content.13.85.3 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.
Provision for Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 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)
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 9.1.2 Sal wood
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in charge. (Note: Butt hinges and necessary screws shall be paid separately) Second class teak wood 9.5.1.1 35 mm thick shutters
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturer’s specifications: 13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture : "In Both Side"
Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) :11.16.2 Medium shade pigment using 50% white cement and 50% ordinary cement
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :17.2.2 W.C. pan with ISI marked black solid plastic seat and lid
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require, 17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
Provision for 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand)
Provision for Neat cement punning 6 mm thick cement coat over plaster
Construction of dry lean cement concrete sub base over a prepared sub grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick C.C. paver block of M-35 grade (ISI) with approved colour design and pattern.
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 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
Provision for 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand)
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work PN - 10 Pipe, 110 mm OD (SDR-11)
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. 16.18.1 With G.I. barbed wire
Providing and laying in position 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 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 upto 10 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
Provision for High Mast Solar Light Pole (Round/Octagonal/Hexagonal)
Provision for 6 Meter Mild Steel (MS) Octagonal Street Light Pole
Provision for Solar Light For 16 meters High Pole
Provision for Solar Light For 6 meters. height Street light pole
Purchasing Electric cum Solar Fan
Purchasing Electric Light (36 watt)
Provision for CC Camera Set up In Parking Area
Provision for Fully Solar Power Supply Set Up At Parking Ticket counter Building
Provision for Drinking Water System Repair Maintenance Cost
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
Provision for Purcheasing 1 Hp Residential Water Pump Self Priming Regenerative Single Phase
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