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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.7 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹43.8 L+₹4.1 L (10.3%)Accepted-Finance | L2 | Accepted-Finance Accepted | |
| 3 | L3₹45.8 L+₹6.2 L (15.6%)Accepted-Finance PURULIA | WEST BENGAL | 723101 | L3 | Accepted-Finance Accepted |
Tender Value
₹47.0 L
EMD Value
₹94,001
Closing Date
21 Dec 2022, 3:00 pmClosed
EE/RCD/APWD/WG
EE/RCD/APWD/WG
AR and MO District Road under RCD, APWD, Wimberly Gunj during 2022-23. S.W Improvement of Road from NH-04 to Community Hall at Tusnabad (0.50 Km).
2022_APWD_8225_1
NIT No. 81/EE/RCD/APWD/WG/22-23
Open Tender
Civil Works - Roads
Item Rate
180 days
EE/RCD/APWD/WG
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹94,001
23 Dec 2022
24 Nov 2022
23 Dec 2022
24 Nov 2022
21 Dec 2022
1 Dec 2022
Amount
EARTH WORK
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
All kinds of soil
CEMENT CONCRETE (CAST IN SITU)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
ROAD WORK
Providing and applying tack coat using hot straight run bitumen ofgrade VG - 10, including heating the bitumen, spraying the bitumenwith mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as perspecifications :
On bituminous surface @ 0.50 Kg / sqm
Providing and laying Bitumen Penetration Macadam with hard stoneaggregate of quality, size and grading as specified, with bitumen ofsuitable penetration grade, including required key aggregate asspecified, spreading coarse aggregate with the help of self propelled/tipper tail mounted aggregate spreader and applying bitumen by apressure distributor and then spreading key aggregate with the helpof aggregate spreader complete, including consolidation with roadroller of minimum 8 to 10 tonne capacity to achieve specified valuesof compaction and surface accuracy :
For 75 mm compacted thickness in two layers using stoneaggregate of size 63-41 mm graded @ 0.90 cum per 10sqm key aggregate of size 20.0 mm graded @ 0.18 cumper 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm.
2.5 cm thick bitumastic sheet with hot bitumen of approved quality,using stone chippings (60% with 12.5 mm nominal size and 40%with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarsesand @ 1.65 cum per 100 sqm of road surface and with bitumen @56 kg/cum of stone chippings and @ 128 kg/cum of sand over atack coat with hot straight run bitumen, including consolidationwith road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) :
With paving Asphalt grade VG - 30
Painting road surface marking with adequate nos of coats to giveuniform finish with ready mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade, including cleaningthe surface of all dirt, scales, oil, grease and foreign material etc. complete.
New work (Two or more coats)
Providing and laying bituminous macadam using crushed stoneaggregates of specified grading premixed with bituminous binder,transported to site by tippers, laid over a previously prepared surfacewith paver finisher equiped with electronic sensor to the requiredgrade, level and alignment and rolling with smooth wheeled, vibratoryand tandem rollers as per specifications to achieve the desiredcompaction and density, complete as per specificatons and directionsof Engineer-in-Charge.
50 to 100 mm average compacted thickness with bitumenof grade VG-30 @ 3.50% (percentage by weight of totalmix) prepared in Batch Type Hot Mix Plant of 40-60 TPH capacity.
Scarifying the existing bituminous road surface to a depth of 50 mmand disposal of scarified material within all lifts and lead upto 1km(by mechanical means).
ABDUL GAFOOR
CSE CONSTRUCTION (INDIA) PRIVATE LIMITED
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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