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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC 256 16 MODEL TOWN 125033 | HISAR | HARYANA | 125033 | L1 | Accepted-AOC DONE | |
| 2 | L2₹3.1 L+₹13,430.35 (4.50%)Rejected-Finance | L2 | Rejected-Finance Highest rate | |
| 3 | L3₹3.1 L+₹14,734.76 (4.94%)Rejected-Finance | L3 | Rejected-Finance Highest rate | |
| 4 | L4₹3.1 L+₹15,087.90 (5.05%)Rejected-Finance | L4 | Rejected-Finance Highest rate |
Tender Value
₹3.3 L
EMD Value
₹6,680
Closing Date
22 Feb 2021, 12:00 pmClosed
Executive Engineer SYL WS Division Ambala
Executive Engineer SYL WS Division Ambala
Constructing 04 nos. meter room at Pump house no. 2,3 and 4 of Panjokhara Minor and Dangdheri Sub Minor
2021_HRY_160102_1
22/02/2021
Open Tender
Civil Works
Item-rate/Agreement basic
90 days
Ambala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹6,680
Yes
9 Mar 2021
16 Feb 2021
22 Feb 2021
16 Feb 2021
22 Feb 2021
16 Feb 2021
Amount
Earth work excavation in foundations, trenches etc in all kind of soils not exceeding 2mtr 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 mtr.
Cement concrete 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth
First class brick work laid in cement sand mortar 1:3 in foundation and plinth
Damp proof course 40mm thick of cement concrete 1:2:4 using stone aggregate with two coats of bitumen 20/30 penetration at 1.65 kg per sqm laid hot and sanded
First class brick work laid in cement sand mortar 1:3 in First storey upto 4mtr above plinth level
Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal excluding steel reinforcement, but including centering & shuttering, laid in position, complete in all respect.
Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, Chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal
Steel reinforcement TMT Bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc and placing in position complete in all respects for all heights/depths/storeys/basements etc.
12 mm thick cement plaster 1:3
Conglomerate floor 40mm thick cement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100mm sand or stone filling
White washing 2 coats on new works.
Finishing wall with exterior decorative cement based paints such as snowcem, robiacem etc on new work, two coats to give an even shade
Tile terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and another layer of mud mortar for laying the tiles over a polythene film of 100 micron (0.1 mm) thickness with 25 mm thick layer offine sand , above and below the ploythene film laid on top of RCC slab including two coats of bitumen laid hot at 1.65 kg per sqm on top of RCC slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc
Providing and fixing asbestos cement rain water pipe 100mm dia with M.S. holder and clamps, fixed on wall face with cement mortar 1:4 complete
Providing and fixing asbestos cement plain bend 100mm dia in position with gutter etc
Providing and fixing asbestos cement shoe for asbestos cement rain water pipe in position
Top Khurra 0.6m x 0.6m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16.
Bottom Khurra on ground 1.2m x 0.6m consisting of brick on edge laid in Cement Mortar 1:3 over 75mm Cement concrete 1:8:16 including 12mm thick cement plaster 1:3
Cement concrete 1:2:4 gola 10cm x 10cm quadrant along junction of roof with parapet wall finished smooth, where specially specified.
Earth work (exclusive of compensation for earth) in excavation, in ordinary soil , and filling in 15 cm layers, in foundation and plinth including ramming, watering and consolidation under floor with earth brought from a distance not exceeding 30 metres
Pressed steel sheet frames (chowkats), consisting of 2 mm thick steel sheet of the specified, section, including iron lugs (hold fasts), iron hinges, conforming to P.W.D. specifications, including bolts for fixing stops, lock notch, provision for receiving tower bolts, and finished with one coat of ready-mixed paint red lead non-setting primer, of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lugs complete: a) Door and window frame of size 89 mm x 50 mm with 40 mm wide single rebate
Factory manufactured panelled and galzed door shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash, etc. (non-coniferous timber other than teak, conforming to I.S specification No. 1003, kiln-seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail, 200 mm wide bottom rail, and 100mm wide other rails, with panels of 12 mm thick commercial veneered both side particle board or plywood of B.W.R grade, hot pressed including cost of iron hings, screws, chocks/ceats, stops and nails etc. complete fixed in position (excluding the cost of any fittings other than specified above including labour for fixing the same in position). b) 35 mm thick
Manjit Singh
Sandeep Kushwah Contractor
Jaswinder Singh Contractor
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