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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-AOC | L1 | Accepted-AOC OK | |
| 2 | L2₹19.5 L+₹2.5 L (15.0%)Rejected-Finance STREET NO 01 VILLAGE GHARARSI PO BARNA TEH THANESAR KURUKSHETRA 136119 | THANESAR | KURUKSHETRA | HARYANA | 136119 | L2 | Rejected-Finance REJECTED | |
| 3 | L3₹19.2 L+₹2.3 L (13.3%)Rejected-Finance GALI NO 1 VILLAGE BAGTHALA TEHSIL BAWAL DISTT REWARI 123501 | BAWAL | REWARI | HARYANA | 123501 | L3 | Rejected-Finance REJECTED |
Tender Value
₹18.9 L
EMD Value
₹37,740
Closing Date
15 May 2021, 5:00 pmClosed
EE PD PWD B AND R REWARI
EE PD PWD B AND R REWARI
SPECIAL REPAIR OF WAR MEMORIAL AT REWARI IN REWARI DISTT.
2021_HRY_169650_1
SR OF WAR MEMORIAL AT REWARI
Open Tender
Civil Works - Buildings
Works
60 days
REWARI
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹37,740
Yes
REWARI
16 Aug 2021
24 Apr 2021
18 May 2021
24 Apr 2021
15 May 2021
24 Apr 2021
3 May 2021
Amount
Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing (b) in cement (HSR 8.5 b)
First class brickwork laid in cement sand mortar 1:4 in first storey upto 4 meters above plinth level. (HSR 11.9)
Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres.(HSR 6.6)
Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth. [HSR 10.39]
Construction of embankment, sub grade and shoulders of new road portion with soil of minimum CBR (4 days soaked) of 8% obtained from borrow pit with all lead and lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305. The finished road surface will be as per X-section approved by employer with respect to GTS. At no place top of sub grade of raised road will be less than 0.90 m above adjoining NSL. NSL for a block of 100m will be worked as mean of 6 levels taken on 20 m center to center length of road. These six levels are at three location on both side one at edge ROW. Other at 5 m and 10 m away from ROW. In case the quantity of earth work calculated with NSL and finished level found to be less than 330.63 cum. Then actual quantity (less than 330.63 cum) will be paid. In case quantity worked out is more than 330.63 cum, then only 330.63 cum will be paid. Excess quantity shall be incidental to work and nothing extra will be paid. Further it shall be ensured that at least 500 mm of sub grade with earth of CBR 8% shall be constructed at each location. Wherever any cutting of existing subgrade is required on this account excavation as well as handling and disposal of earthwork to accommodate minimum 500mm thick subgrade of minimum 8% CBR shall be carried out by the agency at his own cost. Nothing extra will be paid on this account. Before start of work, L-section shall be got approved from the employer with respect to GTS. However, typical X-section attached at Section 9 of DNIT. Note: If soil of CBR 8% is not available then the agency will do appropriate stabilization as per IRC –SP-89-2010 as approved by SE-in-Charge and nothing extra shall be paid on this account and it will be incidental to work. No earth work will be allowed from PWD land.
Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in first storey upto 4 meters above plinth level. (HSR 10.57)
Providing and laying 60 mm thick interlocking paver block blocks of all shapes and colours in design mix cement M- 35 over a bed of 25 mm thick fine sand complete in all respect. (HSR 10.158)
First class brick laid in cement sand mortar 1:4 in foundation and plinth [HSR 11.4]
Dismantling brick or flagged stone slab flooring including concrete base [HSR 8.27]
Cement Concrete 1:4:8 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level. [HSR 10.56]
Marble stone flooring 20mm to 25 mm thick slab including matching grains of marble laid in any pattern as specified over base of 12 mm thick cement coarse sand morar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing (using marble stone slab of size more than 0.38 sqm each) (a) White marble (i) White Makrana marble (Ist quality) [HSR 14.49 a(i)]
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.[DSR 8.2.2.2]
Marble stone 20 mm to 25 mm thick in risers of step, skirting,dado, pillars and wall lining including matching the grains of marble slab in any pattern as specified laid on 12 mm thick cement coarsed sand mortar 1:3 and jointed with white cement slurry mixed including rubbing and polishing, including labour for fixing cramps, pins and dowels etc.(using size of marble slab above 0.38 sqm each) (a) White marble (i) White makrana marble(Ist quality) [HSR 14.52 a(i)]
Extra for nosing in marble stone for treads [HSR 14.50]
Scraping cement plaster [HSR 8.32 C]
12 mm thick cement plaster 1:4 (HSR 15.5)
15 mm thick cement plaster 1:4 on the rough side of single or half brick wall (HSR 15.10)
Providing and applying two coats white cement based putty over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete (J.K. / Birla make) (HSR 16.81)
Providing and Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asain & Shalimar shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge.[HSR 16.25]
Providing two coats of exterior acrylic emulsion paint. (b) Ist Quality (HSR 16.79)
Painting two coats with synthetic enamel paint in all shades on old wood-work or metallic or plastered or concrete surfaces to give an even shade including rubbing down old paint. (HSR 16.5)
Conglomerate floor 50 mm thick cement concrete topping 1:2:4 [HSR 14.10]
Wrought iron and mild steel (using angles, flats, square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors open able or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. [HSR 18.12]
Engraving letter in hard stone [DSR 16.21] Note:- 1. In case of any difference in the unit & nomenclature of any of the HSR Items of Civil, P.H., depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable. 2. Only reputed make material will be used (make/brand exhibited in HSR and exhibited in approved standard document) as approved by Engineer-in-charge, while executing various items/works at site.
Narender Kumar Contractor
THE BASTI RAM CO OPRETIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED
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