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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹15.0 LAccepted-AOC | ₹15.0 L | L-1 | Accepted-AOC Performance Guarantee of Rs. 75000 has been received and hence work order issued to your firm. |
| 2 | L-2₹16.5 L+₹1.5 L (10.3%)Rejected-AOC | ₹16.5 L+₹1.5 L (10.3%) | L-2 | Rejected-AOC Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Firm has not submitted all documents as per NIT. |
| 4 | Rejected-Technical | - | - | Rejected-Technical Firm has not submitted all documents as per NIT. |
| Sl No | Description | Qty | Unit | GULANUR HUSSAIN CHOUDHURY L1 | ANSARUL HOQUE LASKAR L2 |
|---|---|---|---|---|---|
| 1.00Earth 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 1.10 | All kinds of soil. | 52.52 | Cum | 300 ₹15,756 | 250 ₹13,130 Lowest |
| 2.00 | 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 m and lift up to 1.5 m. | 9.48 | Cum | 300 ₹2,844 | 196 ₹1,858.08 Lowest |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 3.10 | 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20mm nominal size derived from natural sources). | 3.6 | Cum | 6,500 ₹23,400 Lowest | 7,878 ₹28,360.8 |
| 4.00 | 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) | 2.4 | Cum | 6,000 ₹14,400 Lowest | 6,518 ₹15,643.2 |
| 5.00Providing 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 : | |||||
| 5.10 | 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) | 2.32 | Cum | 11,000 ₹25,520 | 7,000 ₹16,240 Lowest |
| 6.00Reinforced 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 : | |||||
| 6.10 | 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) | 1 | Cum | 11,000 ₹11,000 | 10,500 ₹10,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹44,620
Closing Date
11 Jun 2025, 10:25 amClosed
COMMANDANT ENGINEER
CONTRACT CELL, NE ZONE HQR, CRPF, GUWAHATI, ASSAM, PIN-781023.
Construction of 04 Nos toilet cum bathroom 10 user septic tank near the firing range, ORs Guest House and Main Office at GC CRPF Silchar under SAP
2025_CRPF_861946_1
04-NEZ-C/Cell-GCSLR/SAP/25-26
Open Tender
Civil Works - Buildings
Item Rate
120 days
DIG GC CRPF Cachar, Dayapur, Silchar
PL REF TENDER DOCUMENTS
3 documents required · 3 mandatory
₹0
₹44,620
12 Aug 2025
28 May 2025
12 Jun 2025
28 May 2025
11 Jun 2025
28 May 2025
28 May 2025 - 5 Jun 2025
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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 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 m and lift up to 1.5 m.
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 20mm nominal size derived from natural sources).
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)
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 :
1:1.5:3 (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 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 :
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)derived from natural sources : 3 graded stone aggregate 20 mm nominalsizederived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete.
Suspended floors, roofs, landings, balconies and access platform
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
hermo-Mechanically Treated bars of grade Fe 500D or more.
Brrick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 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.
Cement mortar 1:3 (1 cement :3 coarse sand)
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
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.
Fixed to openings /wooden frames with rawl plugs screws etc.
Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge
Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail.
Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing.
30 mm thick plain PVC door shutters.
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate
Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc.,., complete.
12 mm cemen plaster of mix :
1:6 ( 1 cement : 6 fine sand )
15 mm cement plaster on the rough side of single or half brick wall of mix :
1:6 (1 cement: 6 fine sand)
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
12 mm cement plaster
6 mm cement plaster of mix :
1:3 (1 cement: 3 fine sand)
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:
New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :
New work (two or more coats) over and including water thinnable priming coat with cement primer.
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:
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
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:
White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :
Rectangular shape 453x357 mm
Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
Providing and fixing soil, waste and vent pipes :
100 mm dia.
Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989.
Providing and fixing terminal guard:
Sand cast iron S&S as per IS - 3989
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.
15 mm nominal outer dia .Pipes.
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.
25 mm nominal outer dia .Pipes.
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 C.P. brass bib cock of approved quality conforming to IS:8931:
15 mm nominal bore.
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
15 mm nominal bore.
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Supplying and fixing C.I. cover without frame for manholes :
455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
ANSARUL HOQUE LASKAR (BID ID -3229865)
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