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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.3 LAccepted-AOC | L1 | Accepted-AOC OK | |
| 2 | L2₹20.4 L+₹10,099.38 (0.50%)Rejected-AOC | L2 | Rejected-AOC SECOND LOWEST | |
| 3 | L3₹21.0 L+₹72,508.11 (3.58%)Rejected-Finance | L3 | Rejected-Finance 3th Lowest | |
| 4 | L4₹22.2 L+₹1.9 L (9.53%)Rejected-Finance V P O SANGHOLE TEH JAISINGHPUR DISTT KANGRA H P | MANDI | HIMACHAL PRADESH | 175013 | L4 | Rejected-Finance 4th Lowest | |
| 5 | L5₹22.3 L+₹2.0 L (9.91%)Rejected-Finance | L5 | Rejected-Finance 5th Lowest |
Tender Value
₹25.8 L
EMD Value
₹52,000
Closing Date
3 Feb 2022, 5:00 pmClosed
EXECUTIVE ENGINEER
NIT CAMPUS PWD B AND R OFFICE
Special Repair of CHC Ladwa in District Kurukshetra
2022_HRY_204487_1
CHCLADWA
Open Tender
Civil Works
Works
90 days
KURUKSHETRA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹52,000
Yes
19 Apr 2022
18 Jan 2022
3 Feb 2022
18 Jan 2022
3 Feb 2022
18 Jan 2022
Amount
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (HSR 30.21)
Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade : wo or more coats on new work(HSR 11.71.1) (Labour Rate)
12 mm cement plaster of mix : 1 :6 (1 cement: 6 fine sand) (HSR 11.5.4)
Demolishing brick work manually/ by mechanical mean including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar(HSR 5.7.4).
Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.22.1)
Dismantling cement conglomerate / terrazzo floors 25 mm to 50 mm manually/ by mechanical means and disposal of material within standard lead as per direction of Engineer- in-charge. (HSR 5.42)
Laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption 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 Size of Tile 600x600 mm (HSR 10.63.2). (Labour Rate) (Tiles shall be supplied by the department)
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 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. (HSR 10.62)
Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications. (HSR 17.14) G-II
Providing and laying 80mm thick factory made cement concrete inter1ocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR 10.77)
Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR-11.78) (Labour Rate)
Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance i!: 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised @ 80 gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main 'T'. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. With 16 mm thick bevelled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) (HSR 32.47.1)
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (HSR 13.29.2)
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. (HSR 4.14.1)
Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.22.2)
Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 40mm thick (HSR 6.8.2)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size) (HSR 6.1.6)
Providing and laying of Conglomerate floor 25 mm thick cement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 10.9)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing: 1 : 1 ½: 3 ( 1 cement : 1 ½ coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.2.1)
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: 1 :2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) (HSR 6.14.2)
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo techanically Treated bars of grade Fe-500D kg or more. (HSR 6.34.6)
10 mm thick cement plaster 1 :3 (1 cement: 3 fine sand) (HSR 11.4.2)
Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1 :3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1 :3 (1 cement : 3 fine sand) and finished neat: With common burnt clay non-modular brick tiles of class designation 10. (HSR 9.14.1)
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. (HSR 11.63) (Labour Rate)
Fixing water closet squatting pan (Indian type W.C. pan ) with100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushingcistern, including flush pipe, with manually controlled device (handle lever)conforming to IS : 7231, with all fittings and fixtures complete, includingcutting and making good the walls and floors wherever required: White vitreous chinaware Orissa pattern W.C. pan of size each 580x440 mm with integral type foot rests(HSR 22.22.1). (Labour Rate)
Fixing partitions for different type of urinals. Large size 835mm x 355 mm White. (HSR 22.50.1.2.1) (Labour Rate)
Fixing one piece construction white vitreous chinaware squatting plate with an integral longitudinal flushing pipe, white P.V.C. flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required Single squatting plate with manually operated 5 litre P.V.C. flushing cistern and stop cock / angle valve. (HSR 22.27.2) (Labour Rate)
Fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore. (HSR 22.104) (Labour Rate)
Providing and fixing rectangular high density polyethylene water storage loft litre 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.(HSR22.182) Note: In case of any difference in the unit & nomenclature of any of the HSR items depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable.
THE ABHISHEK COOP LABOUR AND CONSTRUCTION SOCIETY LTD
The Anoop Coop Labour and Construction Society Ltd. Budhakhera
rajinder kumar govt contractor
Aggarsain Coop L C Society
RANDEEP SINGH GOVT CONTRACTOR
Satish Kumar Contractor
NEW SHRI RAM COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED
Ms CCPL
The bharat coop labour & construction society ltd
The New Karnal Coop Society Ltd
Sukarm Pal Agarwal
corecraft constructions
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