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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.3 LAccepted-AOC | ₹38.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹38.7 L+₹39,766.98 (1.04%)Rejected-AOC | ₹38.7 L+₹39,766.98 (1.04%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical reject |
Tender Value
₹38.3 L
EMD Value
₹76,800
Closing Date
28 Feb 2022, 1:30 pmClosed
The Addl. Chief Engineer cum Director, PWD,BTC
O/o the Addl. Chief Engineer cum Director, PWD,BTC,Kokrajhar
Rep and ren. of office Bldg. and constn. of app. road of Bhetagaon CHC at Bhetagaon in Chirang District. (Package No. TN_113_1)
2022_BTC_24348_1
No. ACE-05/CHN/IFB/2018-19/358
Open Tender
Civil Works - Building
Item Rate
90 days
Chirang
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,200
The Principal Secretary, BTC, Kokrajhar
₹76,800
Yes
8 Mar 2022
15 Feb 2022
28 Feb 2022
15 Feb 2022
28 Feb 2022
15 Feb 2022
15 Feb 2022 - 28 Feb 2022
Amount
(A) Repair/Renovation of Office Building: Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
Dismantling roofing including ridges, hips, valleys and gutters etc. and stacking the material within 50 metres lead of: 15.28.1 G.S. Sheet
Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.
Providing corrugated G.S. Sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. Limpet washers or with G.I. Limpet washers filled wityh white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/vertical or curved surface), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.1.1.00 mm thick with zinc coating not less than 275gm/m2
Painting on G.S. Sheet with synthetic enamel paint of approved brand and manufacture of required colour to give and even shade. 13.53.1 New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.
Providing ridges or hips of width 60 cm overall width plain G.S. Sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. Limpet and bitumen washers complete. 12.4.1 0.80 mm thick with zinc coating not less than 275gm/m2
15mm cement plaster on rough side of single or half brick wall of mix: 13.5.1 1:4 (1 cement: 4 coarse sand)
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufactures's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
1:3:6 (1 cement: 3 manufactured sand derived from Recycled concrete Aggregate (RCA): 6 graded stone aggregate 20 mm nominal size Recycled Aggregate (RA)
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water bsorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. complete. 11.41.2 Size of Tile 600x600 mm
Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, 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 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
Dismantling doors, windows and clerestory (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking with in 50 meters lead: 15.12.1 of area 3 sq.meters and below.
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) 9.1.1 Second class teak wood
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of requored size with necessary screws, excluding panelling which will be paid 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 9.5.1.1 35mm thick shutters
Renewing glass panes, with wooden fillets wherever necessary: 14.6.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm
Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) 12.24.1 Natural colour insulting board 12.24.1.1 12mm thick
Applying priming coat: 13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
Providing and applying two coats of fire retardant paint on cleaned wood/ply surface @ 3.5 sqm per litre per coat including preparation of base surface as per reommendations of manufacturer to make the surface fire retardant.
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacture, over the plastered wall surface to prepare the surface even and smooth complete.
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: 13.98.1 One or more coats on old work
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 @ 2.20kg/10 sqm)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III): 6 graded stone aggregate 20mm, nominal size) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation necessary excavation, levelling & dressing & finishing the top smooth.
Providing and fixing water closet squatting pan (Indian type W.C. Pan) with 100 mm sand csat Iron P or S trap, 10 litre low level white PVC 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.
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265mm sizes respectively.
Providing and fixing Chlorinated polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge Internal work-Exposed on wall 18.7.3. 25mm nominal outlet dia pipes
18.7.2. 20mm nominal outlet dia pipes
18.7.1. 15mm nominal outlet dia pipes
Providing and fixing CP brass bib cock of approved quality conforming to IS:8931: 18.49.1. 15 mm nominal bore
(B) Const. of approach road: Preparation of sub-base road pavement with commerical dry lime (slaked), fly stabilised soil with a mix of 3% lime, 12% fly ash anc 85% local suitable soil by weight, so as to achieve minimum field C.B.R. Of 20, including mixing, rolling with road roller curing etc. al complete. 16.51.1 Minimum thickness 15 cm
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-charge. 16.78.2 With material conforming to Grade-II (Size range 53 mm to 0.075mm) having CBR Value-25
Steel reinforcement for RCC work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site. 5.22C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and laying design mix cement of M-30 grade, in roads/taxi tracks/runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/chamber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing making provision for contraction/expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (item of joint fillers, sealants, dowel bars with sleeve/tie bars to be paid separately). Note-Cement content considered in M-30 is @ 340 kg/cum.Excess/less cement used as per design mix is payble/recoverable separately. 16.43.1 Cement concrete prepared with batch mixing machine.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceedig 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth leadupto 50 m and lift upto 1.5m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil.
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): 6 graded stone.
Brick work with common burnt clay modular bricks designation 7.5 in foundation and plinth in: 6.2.1 Cement mortar 1:4 (1 cement: 4 coarse sand)
Amrita Paul
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