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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | L1 | Accepted-AOC Rate on Lower side | |
| 2 | L2₹3.7 L+₹47,752.27 (15.0%)Rejected-Finance | L2 | Rejected-Finance Rate on Higher side | |
| 3 | L3₹3.7 L+₹54,378.19 (17.1%)Rejected-Finance 11 ASHOK VIHAR PHASE 3 2025R22492 | L3 | Rejected-Finance Rate on Higher side | |
| 4 | L4₹4.0 L+₹79,208.97 (24.8%)Rejected-Finance | L4 | Rejected-Finance Rate on Higher side | |
| 5 | L5₹4.5 L+₹1.3 L (40.1%)Rejected-Finance | L5 | Rejected-Finance Rate on Higher side |
Tender Value
₹3.9 L
EMD Value
₹8,000
Closing Date
2 Jun 2021, 5:00 pmClosed
Executive Engineer Bhiwani
PWD B and R office Bhiwani
Construction of Rain Harvesting Tank in I.T.I Building at Bhiwani in Bhiwani Distt.
2021_HRY_173180_1
BWN/Rs. 3.91 lacs/ Constn. of RHT in ITI Building
Open Tender
Civil Works - Buildings
Works
30 days
Bhiwani
please refer tender documents
3 documents required · 3 mandatory
₹500
₹8,000
2 Aug 2021
27 May 2021
3 Jun 2021
27 May 2021
2 Jun 2021
27 May 2021
Amount
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m (HSR 4.8.1)
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Lime, moorum, building rubbish (HSR 5.70 + 3.1.1)
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 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size) (HSR 6.1.6)
Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing 1:1½:3 (1 Cement: 1½ coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.3.1)
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 four level, excluding cost of centering, shuttering, finishing and reinforcement :1:1½:3 (1 Cement: 1½ coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.15.1)
Reinforced cement concrete work in beams, suspended floors, cum 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 four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.16)
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 below 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, overlaps, 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. (HSR 6.33.3) Cold twisted bars
Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes (HSR 9.57.2)
Cement rendering on plaster 1 mm thick (HSR 11.52)
Labour for laying, jointing, fixing and testing G.1./P.V.C./W.I. pipelines and special tees, bends, sockets, elbow etc. inside building and testing etc. complete including cutting threading 32 mm internal diametre of pipeline (HSR 20.20.1.4)
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc (HSR 22.88.4) 32 mm dia nominal bore
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 560 mm internal diameter (HSR 22.201.3.1) 1. In case of any difference in the unit & nomenclature of any of the HSR/DSR Items of Civil work 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/DSR and exhibited in approved standard document) as approved by Engineer-in-charge, while executing various items/works at site.
THE NANGLA BABA BANDNATH CO-OP. L&C SOCIETY LTD.
PARDEEP KUMAR
DALBIR SINGH
SRL Royal Group
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