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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 CrAccepted-AOC HOUSE NO 399 NEAR UNION BANK BARWALA 125121 | HISAR | HARYANA | 125121 | ₹18.0 Cr | L1 | Accepted-AOC LOW RATE |
| 2 | L2₹18.2 CrRejected-AOC SCF 44 MODEL TOWN PANCHKULA HARYANA | JIND | HARYANA | 126116 | ₹18.2 Cr | L2 | Rejected-AOC HIGH RATE NOT QUALIFIED |
| 3 | L3₹18.4 CrRejected-AOC SIRSA | ₹18.4 Cr | L3 | Rejected-AOC HIGH RATE NOT QUALIFIED |
| 4 | L4₹20.8 CrRejected-Finance | ₹20.8 Cr | L4 | Rejected-Finance HIGH RATE |
| 5 | L5₹28.1 CrRejected-Finance | ₹28.1 Cr | L5 | Rejected-Finance HIGH RATE |
Tender Value
₹17.4 Cr
EMD Value
₹34.7 L
Closing Date
6 Nov 2020, 5:00 pmClosed
Executive Engineer Safidon WS Division Safidon
Executive Engineer Safidon WS Division Safidon
Rehabilitation of Hansi Branch from RD 45000 to 58310 by providing concrete lining including remodeling of structure
2020_HRY_148147_1
Hansi Branch from RD 45000 to 58310
Open Tender
Civil Works
180 days
Executive Engineer Safidon WS Division Safidon
Please refer Tender documents.
4 documents required · 4 mandatory
₹20,000
Executive Engineer Safidon WS Division Safidon
₹34.7 L
Yes
Executive Engineer Safidon WS Division Safidon
5 Feb 2021
17 Oct 2020
9 Nov 2020
19 Oct 2020
6 Nov 2020
19 Oct 2020
26 Oct 2020
Amount
E/w exacavation for filling duly dressed in all kind of soil breaking of clods with lead of 495 mtr and other allowances if any HSR item no.6.2 (b)( c) (i)(ii)(iii)+6.3(i)
E/w exacavation in Foundation and trenches in all kind of soil complete in all respect as per HSR item No. 6.6
Compaction of earth work and filling etc. 60% of above HSR item no.6.2 (g) (i)(ii)(v) &6.3(i)
Earth work silt clearance of channels and drains with a combined lead of 60 mt HSR item no. 6.1 (b) & (d)
Earth work excavation ordinary soil available from cutting utilized in filling with 30 mtr lead H.S.R Item No.6.2(b)©&6.3(i)
Compensation of earth taken from pvt land as per H.S.R Item no. 6.4
E/work for lip-cutting for lining of irrigation channels,inclusive of all allowances,lead and dressing HSR item No.19.23 (c)
Laying design mix of Grade M-15 Cement Conc lining of 125mm thick on side slopes for vertical height above 3.5 mt but upto 5.5 mt with censored pavor machine (latest Technology) with weight batching and mixing plant, transporting, vibrating, providing & fixing PVC Strip Joints by using Mechanical contrivance, smooth, fining quiring lining by spraining pigment lequid membrane curing compound on side slopes and curved portion including dewatering, pumping out of water caused by spring, sub soil water, rain water, canal leakage etc. and lowering of SSWL, wherever required and cost of all material, labour, machinery lifts and delitfs for all material including water and compacting in bed and application of 10 mm thick cement plaster 1:5 in side slope on the prepared wet sub grade in side slope, collecting debries and disposed off collected material outside the channel as per approved drawing and specification & relevant IS Code (latest revision) and as directed by Engineer-in-Charge including cost of sampling, testing of finished work and all type of water arrangement complete in all respect [email protected]/sqm
Laying design mix of Grade M-15 Cement Cone lining of 125mm thick in bed with censored pavor machine (latest Technology) weight batching and mixing plant, transporting, vibrating, providing & fixing PVC Strip Joints by using Machenical contrivance, smooth, fining quiring lining by spraining pigment lequid membrane curing compound including dewatering, pumping out of water caused by spring, sub soil water, rain water, canal leakage etc. and lowering of SSWL, wherever required and cost of all material, labour, machinery lifts and delitfs for all material including water and compacting in bed and application of 10 mm thick cement plaster 1:5 on the prepared wet sub grade in bed, collecting debries and disposed off collected material outside the channel as per approved drawing and specification & relevant IS Code (latest revision) and as directed by Engineer-in-Charge including cost of sampling, testing of finished work and all type of water arrangement complete in all respect unit @Rs.553.25/sqm
Design mix C.C of Grade M-15 with minimum cement content 240 kg/cum for coping sleepers and burji stone HSR item No. 10.64
Providing and laying cement concrete 1:4:8 with stone aggregate 20 mm nominal size in F & P HSR item no.10.38
Laying 1st Class Brick Work laid in cement sand mortar 1:3 in F & P HSR item No. 11.5
Shuttering for faces of concrete foundation & Foundation beam (vertical and battening) HSR item no.9.13
Providing Rubber stop seal N.S item
Steel for reinforcement TMT Bar FE500 EQR/FE500D Grade or more for RCC Work where not excluded in complete rates of RCC i/c bending, binding & placing in position complete HSR item No. 18.22
Dismentelling of Brick work laid in cement sand mortar as per HSR item 8.5 (b)
Dismentling C.C. block lining in bed and side slopes HSR item No.8.6 ( c)
Fabrication , Erection and commissioning of wheel assembly with G.M. bush of size 400x150 including S/o & C/o Material and labour charges complete in all respect as per direction of Engineer-in charge , as per approved drawing / design supplied by the department & as per PWD Specifications.(Rate approved of sanctioned Estimate by worthy EIC Letter no.1502/3YWS/2537, Dt.06/03/2019
Electrification of existing gate and gearing system to operate gates manually as well as by electricity including S/o & C/o Material and labour charges complete in all respect as per direction of Engineer-in charge , as per approved drawing / design supplied by the department & as per PWD Specifications,Rate approved By CE/YWS(N)PKL in other similar nature of work.
Providing diesel generator set 25KV capacity silent type Kirloskar Make 3 Phase including S/o & C/o Material and labour charges complete in all respect as per direction of Engineer-in charge , as per approved drawing / design supplied by the department & as per PWD Specifications.Rate approved by CE YWS(N)PKL in other similar nature of work.
Laying C.C. 1:4:8 with stone blast of nominal size 20 mm in F & P H.S.R Item no.10.37
Laying C.C. 1:3:6 with stone blast of nominal size 20 mm in F & P H.S.R Item no.10.40
Laying Brick Work with C.M. 1:4 in F & P H.S.R Item no. 11.4
Laying 1st class brick work C.M. 1:3 for super structure H.S.R Item No. 11.10
Centering and shuttering for faces of wall vertical and battening including attached plaster etc HSR Item no.9.5
Laying cement plaster with C.M. 1:3 12 mm thick H.S.R Item no.15.4
Laying cement pointing with C.M. 1:2 deep variety HSR Item no.15.60
Preparing watering ramming surface for C.C. HSR Item no.10.122(b)(ii)
D/d credit for material recovered from dismantling of brick work HSR ItemNo.14(i)
D/D credit of silt clearance available from internal section of channel (As per rate approval through E-Quatation for desilting @Rs.22.75 per cum vide TAC letter no.717-24/XEN/Works/2020, dt.29.05.2020
TEJWANT RAI GOVT CONTRACTOR
M/s Shivji Singla and Sons
Krupanidhi Construction
M/s. Shantilal B. Patel
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