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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 CrAccepted-AOC | ₹21.4 Cr | L1 | Accepted-AOC LOW RATE |
| 2 | L2₹21.7 CrRejected-AOC 0 BARWALA HISAR HARYANA | HISAR | HARYANA | 125001 | ₹21.7 Cr | L2 | Rejected-AOC HIGH RATE NOT QUALIFIED |
| 3 | L3₹22.0 CrRejected-AOC SCF 44 MODEL TOWN PANCHKULA HARYANA | JIND | HARYANA | 126116 | ₹22.0 Cr | L3 | Rejected-AOC HIGH RATE NOT QUALIFIED |
| 4 | L4₹22.1 CrRejected-Finance SIRSA | ₹22.1 Cr | L4 | Rejected-Finance HIGH RATE |
| 5 | L5₹22.4 CrRejected-Finance | ₹22.4 Cr | L5 | Rejected-Finance HIGH RATE |
Tender Value
₹21.2 Cr
EMD Value
₹42.5 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 30000 to 45000 by providing concrete lining including remodeling of structure
2020_HRY_148146_1
Hansi Branch from RD 30000 to 45000
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
₹42.5 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 filling duly dressed in all kind of soil breaking of clods with lead of 495 mtr and other allowances if any etc HSR item no.6.2 (b)(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. 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)
E/work for lip-cutting for lining of irrigation channels,inclusive of all allowances,lead and dressing HSR item No.19.23 (b)
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
Earthwork excavation/filling in ordinary soil i/c dressing complete in all respect of average lead of 30 mtr HSR Item No. 6..2 (b) (c) & 6.3(i)
Compensation of earth taken from private land H.S.R Item No. 6.4
Laying design mix of Grade M-15 Cement Conc. 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 forsleeper ,coping 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 of reinforcement TMT Bar FE500 EQR/FE500D Grade or more 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)
E/work excav. In ordinary all kind of soils with lead upto 180 mt complete in all respect as per HSR item No. 6.2 (b),c(i)(ii)
Rehandling of earth work with 60 mtr lead HSR item no. 6.2 (b) ( c)
Providing and Laying Design mix R. C.C. of grade M-25 with minimum Cement content 330 Kg./cum in F&P for RCC work exc. Centering and shuttering HSR item No. 10.66
Providing and laying design mix R.C.C. of grade M-25 with minimum cement content 330 kg/cum HSR item No. 10.73
Providing and laying C.C. of grade M-40 with cement content 360 Kg/cum in F&P HSR item No. 10.69
Steel Centering and shuttering for smooth faces of walls vertical and battening i/c attached pilasters etc HSR item No. 9.5
Steel Centering and shuttering for side and soffiets of beam haunches and lintels etc for smooth surface HSR item No. 9.7
Steel Centering and shuttering for slab culverts for slab exceeding 6 mtrs span for smooth surface HSR item No. 9.18(b)
Preparing watering and ramming surface for laying Conc. In horizontal surface HSR item No. 10.122 (b) (i)
Preparing watering and ramming surface in sloped portion HSR item No. 10.122 (b) (ii)
Laying 1st class B.W. laid in cement sand mortar 1:3 in super structure HSR item No. 11.10
Extra for profile walls HSR item No. 11.45 (a)
Cement pointing 1:2 deep variety on brick and tile works HSR item No. 15.60
Providing and fixing 18 mm pre moulded bituminous joint filler, for expantion joints i/c the cost of sealing compound and primer coat HSR item No. 24.35
Providing and laying cement concrete 1:3:6 with stone aggregate20 mm nominal size in F & P HSR item no.10.40
Providing and laying 80 mm thick ISI interlocking paver blocks conforming to IS 15658:2006/IRC :SP :63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30mm fine sand HSR item No.10.159
Brick on end edging length wise 22.86 cm deep and 6.83 cm wide including exacavation in sides HSR item No.24.6(b)
Applying primer coat with cement primer in all shades on newly plastered for conc. Exterior outer side surface HSR item No. 16.25
Providing two coats of exterior acrylic emulsion paint HSR item No. 16.79 (b)
Dismentling Cement concrete 1:4:8 with brick ballast HSR item no. 8.6 (b)
Dismentling Reinforced Cement concrete 1:2:4 HSR item No. 8.6 (e)
Dismentling Plain Cement concrete 1:2:4 HSR item No. 8.6 (d)
Providing &fixing in position caution iron board 4'x3' on both side of road and U/S &D/S of service road and 1 no. for project details NS Item
D/d credit for material recovered from dismantling of brick work HSR ItemNo.14(i)
D/D credit for silt removal from internal section of channel (As per rater approved by E-auction of desilting @Rs.22.75 per cum vide TAC letter no. 717-24/XEN/Works/2020, dt.29.05.2020
Credit for old reinforcement 90 kg per cum as per item 38 above
meharchand
TEJWANT RAI GOVT CONTRACTOR
M/s Shivji Singla and Sons
UNIVERSAL CONSTRUCTION CO.
Krupanidhi Construction
M/s. Shantilal B. Patel
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