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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.0 LAccepted-AOC C O SRI KANTA DAIMARI VILLAGE SERPHANG P O BANDARGURI DIST UDALGURI BTC ASSAM | UDALGURI | ASSAM | 784113 | L1 | Accepted-AOC Lowest Rate Quoted among the others | |
| 2 | L2₹58.0 L+₹180 (<0.01%)Rejected-Finance BAHADUR ADARSHAGAON P O P S MAZBAT DIST UDALGURI BTC ASSAM PIN 784507 | MAZBAT | UDALGURI | ASSAM | 784507 | L2 | Rejected-Finance Higher Rate Quoted among the others |
| Sl No | Description | Qty | Unit | ABONG BRAHMA L2 | Sri Ransingh Daimari L1 |
|---|---|---|---|---|---|
| 1.00 | 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.
2.8.1 All kinds of soil. | 99.84 | Cu.m | 298 ₹29,753.51 | 290 ₹28,954.76 Lowest |
| 2.00 | 11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks, | 250.42 | Sqm | 770 ₹1,92,823.4 | 733 ₹1,83,557.86 Lowest |
| 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 :
4.1.6A 1:3:6 (1 Cement : 3 manufactured sand derived from RCA : 6 graded stone aggregate 40 mm nominal size derived from RA) | 3.98 | Cum | 4,480 ₹17,843.84 | 4,290 ₹17,087.07 Lowest |
| 4.00 | 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. | 270.65 | Cum | 390 ₹1,05,552.72 | 360 ₹97,433.28 Lowest |
| 5.00 | 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. | 14,968.5 | Kg | 95 ₹14,22,007.5 Lowest | 98 ₹14,66,913 |
| 6.00 | 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. (8mm dia Stirrups) | 2,696 | Kg | 95 ₹2,56,120 Lowest | 98 ₹2,64,208 |
| 7.00 | 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 | 99.36 | Sqm | 320 ₹31,795.2 Lowest | 320 ₹31,795.2 Lowest |
| 8.00 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 257.8 | Sqm | 632 ₹1,62,929.6 | 620 ₹1,59,836 Lowest |
| 9.00 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and struts. | 159.12 | Sqm | 836 ₹1,33,024.32 | 820 ₹1,30,478.4 Lowest |
| 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 :
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) | 45.11 | Cu.m | 8,263 ₹3,72,776.98 | 7,900 ₹3,56,400.6 Lowest |
Tender Value
₹55.2 L
EMD Value
₹1.1 L
Closing Date
3 Apr 2024, 2:30 pmClosed
Director PNRD BTC Kokrajhar
Director PNRD BTC Kokrajhar
DPRD/BTC/(15thFC)UT/IV/Udl-45/2023/10
2024_BoTC_37181_1
DPRD/BTC/15FC/IV/Udl45/23/10
Open Tender
Civil Works
Item Rate
180 days
Udalguri
Refer to Bid Document
4 documents required · 4 mandatory
₹1,110
₹1.1 L
Yes
3 Oct 2026
13 Mar 2024
4 Apr 2024
13 Mar 2024
3 Apr 2024
13 Mar 2024
13 Mar 2024 - 3 Apr 2024
Amount
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.
11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks,
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.6A 1:3:6 (1 Cement : 3 manufactured sand derived from RCA : 6 graded stone aggregate 40 mm nominal size derived from RA)
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.
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.
5.22. 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. (8mm dia Stirrups)
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
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.6 Columns, Pillars, Piers, Abutments, Posts and struts.
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)
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)
Half brick masonry 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. 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 11.40: (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
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.
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
9.137 Providing and fixing 50mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS: 3614 (Part-II), tested and certified as per…..as per direction of Enginer-in-charge.
9.136 Providing and fixing fire resistant door frame of section 143x57 mm having built in rebate made out of 16 SWG GI Sheet duly filled with….as per direction of Enginer-in-charge.
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. 9.48.1 Fixed to steel windows by welding
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. 9.48.1 Fixed to steel windows by welding
13.1 12 mm cement plaster of mix : 13.1.1 1:4 (1 cement : 4 fine sand)
13.1 15 mm cement plaster of mix : 13.2.1 1:4 (1 cement : 4 fine sand)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
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.
Finishing walls with water proofing cement paint of approved brand and manufacturerand of required shade on new wall surface(two coats) to give an even shade after thouroughly all dirt and remains of loops powered materials.
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 9.96.1 : 300x16 mm
Providing and fixing aluminium tower bolts, black finish (Barrel type), with necessary screws etc. complete : 9.63.2 : 200x10 mm
Providing and fixing aluminium tower bolts, black finish (Barrel type), with necessary screws etc. complete : 9.63.4 : 100x10 mm
Providing and fixing bright finished brass handles with screws etc., complete 9.81.1 : 125 mm
Cost of internal Electrification
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