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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹95.1 L+₹56,800 (0.60%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹95.5 L+₹90,200 (0.95%)Rejected-AOC SIMBARGAON BATABARI KOKRAJHAR ASSAM PIN 783370 | KOKRAJHAR | ASSAM | 783370 | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Sri Sanswrang Bargayary L3 | Kemendra Kr Brahma L2 | KANAK BASUMATARY L1 |
|---|---|---|---|---|---|---|
| 1.00 | CIVIL WORKS:
2.8 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. | 88.57 | Cum | 286.85 ₹25,406.3 Lowest | 286.85 ₹25,406.3 Lowest | 286.85 ₹25,406.3 Lowest |
| 2.00 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 214.54 | Sqm | 606.2 ₹1,30,054.15 Lowest | 606.2 ₹1,30,054.15 Lowest | 607.2 ₹1,30,268.69 |
| 3.00 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 3.37 | Cum | 6,050.65 ₹20,390.69 Lowest | 6,050.65 ₹20,390.69 Lowest | 6,050.65 ₹20,390.69 Lowest |
| 4.00 | 16.15 Supplying at site :
16.15.1 R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately). | 37.95 | Cum | 28,603 ₹10,85,483.85 Lowest | 28,603 ₹10,85,483.85 Lowest | 28,603 ₹10,85,483.85 Lowest |
| 5.00 | 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | 69.75 | Cum | 6,882 ₹4,80,019.5 Lowest | 6,882 ₹4,80,019.5 Lowest | 6,882 ₹4,80,019.5 Lowest |
| 6.00 | 2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 5,179.5 | Cum | 382.65 ₹19,81,935.68 | 379.65 ₹19,66,397.18 | 368.65 ₹19,09,422.68 Lowest |
| 7.00 | 9.1 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).
9.1.3 Kiln seasoned and chemically treated hollock wood (including wall and Roofing frame) | 38.25 | Cum | 74,199.7 ₹28,38,138.53 Lowest | 74,199.7 ₹28,38,138.53 Lowest | 74,199.7 ₹28,38,138.53 Lowest |
| 8.00 | 9.5 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)
9.5.1 Second class teak wood
9.5.1.2 30 mm thick shutters | 11.03 | Sqm | 3,360.7 ₹37,068.52 Lowest | 3,360.7 ₹37,068.52 Lowest | 3,360.7 ₹37,068.52 Lowest |
| 9.00 | Providing fitting and fixing Braced and battened doors and windows including all fittings complete with Gamari/ Bonsum/ Hollock timber Plank 25mm thick | 142.88 | Sqm | 1,788.05 ₹2,55,476.58 Lowest | 1,788.05 ₹2,55,476.58 Lowest | 1,788.05 ₹2,55,476.58 Lowest |
| 10.00 | 13.4 12 mm cement plaster of mix :
13.4.1 1:4 (1 cement: 4 coarse sand) | 521.15 | Sqm | 307.25 ₹1,60,123.34 Lowest | 307.25 ₹1,60,123.34 Lowest | 307.25 ₹1,60,123.34 Lowest |
Tender Value
₹94.6 L
EMD Value
₹1.9 L
Closing Date
8 Aug 2025, 12:30 pmClosed
Sri Pranab Kr. Rabha
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Const. of Assam Type Building for setting up of the Class Room and Administrative Office Room of Sankosh Degree College at Telipara Gossaigaon, under Kokrajhar District. TN_23_05
2025_BTC_45874_1
No.04/ACE/PWD/BTC/2025-26/12
Open Tender
Civil Works - Building
Item Rate
365 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹2,000
₹1.9 L
Yes
4 Oct 2025
24 Jul 2025
8 Aug 2025
24 Jul 2025
8 Aug 2025
24 Jul 2025
24 Jul 2025 - 8 Aug 2025
Amount
CIVIL WORKS: 2.8 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.
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
16.15 Supplying at site : 16.15.1 R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately).
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
9.1 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). 9.1.3 Kiln seasoned and chemically treated hollock wood (including wall and Roofing frame)
9.5 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) 9.5.1 Second class teak wood 9.5.1.2 30 mm thick shutters
Providing fitting and fixing Braced and battened doors and windows including all fittings complete with Gamari/ Bonsum/ Hollock timber Plank 25mm thick
13.4 12 mm cement plaster of mix : 13.4.1 1:4 (1 cement: 4 coarse sand)
12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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.
12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 12.51.1 Ridges plain (500 - 600mm)
TUBE WELL 2.8 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.
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4.1.6 Providing and laying in position cement concrete of specified grade all works upto plinth. (a) In prop 1:3:6
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
13.8 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 13.8.1 1:3 (1 cement: 3 fine sand)
18.42 Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : 18.42.3 Beyond 12 m and up to 18 m depth
18.43 Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.
18.44 Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well.
18.45 Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories.
18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 18.46.5 40 mm nominal bore
SEPTIC TANK 2.8 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.
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
5.22 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.
5.9.3 Suspended floors, roofs, landings, balconies and access platform
5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.1 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 11.6.1 18 mm thick
SANITARY WORKS 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 12.41.2 110 mm diameter
18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 18.8.2 20 mm nominal outer dia Pipes
18.8.3 25 mm nominal outer dia Pipes
18.9 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. External work 18.9.5 40 mm nominal dia Pipes
18.15 Providing and fixing brass bib cock of approved quality : 18.15.2 20 mm nominal bore
18.14 Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately).
17.7 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: 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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: 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
1928 Brass full way valve with C.I. wheel (Screwed end) 32mm dia
12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.3 Single tee with door 12.42.3.2 110x110x110 mm
12.42.5 Bend 87.5° 12.42.5.2 110 mm bend
8805 Redu for 48.60mm x 42.70mm outer Dia SS Pipe
17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88mm weighing not less than 190 gms
18.48A Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.
Kemendra Kr Brahma (BID ID -274349)
Sri Sanswrang Bargayary (BID ID -274442)
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