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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 CrAccepted-AOC | ₹10.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹10.5 CrRejected-Finance | ₹10.5 Cr | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹10.6 Cr
EMD Value
₹21.2 L
Closing Date
25 Apr 2025, 2:00 pmClosed
Superintending Engineer
Superintending Engineer Saharanpur Circle PWD Saharanpur
Work of widening and strengthening of 2 lanes with paved shoulders on Delhi-Yamnautri road (State Road No. 57) from Chainage 154.500 to Chainage 160.450 (National Highway No. 709B) (from the border of village Chunehati to Hasanpur Chowk)In Saharanpur
2025_CEMRT_1022922_1
8575/96MS-S/2024 Date 04-12-2024
Open Tender
Civil Works
365 days
Saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹21.2 L
14 Jul 2025
27 Mar 2025
25 Apr 2025
27 Mar 2025
25 Apr 2025
27 Mar 2025
Amount
Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
Mechanically compected to achieve 95% proctors density including arrangement of water, settlement and all T&P including roller and its fuel etccomplete in all respects but excluding GST.(SI No 260)
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Construction of granular sub-base by providing grading -1 material in uniform layers with motor grader on prepared surface by mix in place method with rotavator at OMC, & compecting with vibratory roller to achieve the desired density, complete as per Clause 401
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (W.M.M.)
Providing, laying, spreading and graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform layers on sub base / subgrade and compacting with the road roller to achieve the desired density.(E.T.A)
Providing & applying Tack coat with V.G.-10 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.25kg/Sqm. On the prepared Bitumen/ granular surface clieaned with mechanical broom.
Providing & laying Dense graded Bituminious macadam with100-120TPH batch HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premix with bituminous binder (Bitumen VG-40) @ 4.5 Per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, lever and alignment, rolling with smooth wheeled vibratory and tandom roller to achieve the desired compaction as per MORTH Specification clause 507 Complete in all respects inculding all material (Grade-II)
Providing & applying Tack coat with V.G.-10 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.20kg/Sqm. On the prepared Bitumen/ granular surface clieaned with mechanical broom.
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Bitumen VG-40) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.
Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 6:3:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. S.I. NO. 279(b)
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (R.C.C M 25)
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
(B) M-150 Brick Work in 1:3 (One cement & Three Corse sand) mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper complete in all respects but excluding GST. (SI. No. 307 )
Supply & fixing of 450 mm dia NP-3 class R.C.C. hume pipes culvert including labour, material and T&P Complete and as per instruction of Engineer Incharge.
Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 Fineness modulus. required for proper complete in all respects but excluding GST. (SI. No. 574 )
12 mm thick plaster with cement and fine sand of 1.25 fineness modules mortar in 1:3. including supply of all materials, labour, tools & plants etc. required for proper complete in all respects but excluding GST. (SI. No. 282 )
Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. required for proper complete in all respects but excluding GST. (SI. No. 279 a )
Supply and fixing of 1200 mm dia NP-3 class R.C.C. hume pipes including labour, material and T&P Complete and as per instruction of Engineer Incharge. Int. S.O.R. 1732 (CPWD Basic rate)
M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8") depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work.SI. No. 763
Supply & laying of Interlocking paver block pavement having thickness 80 mm as per drawing and technical specifications clause 1504 complete excluding GST. Ch. 20 New It.15
Reinforece cement conrete M15 grade kilometre stone of standared desing as per IRC :8 fixing in position including painting and printing etc. Oridnary kilometer stone (precase) as per MORTH specification clause no. 804 complete excluding GST
Reinforece cement conrete M15 grade Hectometre stone of standared desing as per IRC :8 fixing in position including painting and printing etc. Oridnary Hectometer stone (precase) as per MORTH specification clause no. 804 complete excluding GST
SINEWY CONSTRUCTIONS PVT. LTD. (BID ID -5134647)
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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