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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder to awarded the work | |
| 2 | L2₹14.9 L+₹70,292.10 (4.96%)Rejected-Finance | L2 | Rejected-Finance L2 BIDDER |
Tender Value
₹13.2 L
EMD Value
₹26,400
Closing Date
8 Nov 2023, 6:00 pmClosed
Executive Engineer
HPPWD DIVISION KOTKHAI
Providing and laying 30 mm bituminous concrete and protection work in K.M. 0/00 to 0/260
2023_PWD_80813_7
PW-KD-E-Tender/2023-24- 4724-28 Dated 26-10-2023
Open Tender
Civil Works - Roads
Item Rate
45 days
Kotkhai
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
₹26,400
26 Dec 2023
3 Nov 2023
9 Nov 2023
3 Nov 2023
8 Nov 2023
3 Nov 2023
Amount
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Techinical Specification Clause 503.including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
Providing and laying 30mm thick bituminous concret with 100-120 TPH batch type hot mix plant producin an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG10/ S-90 @ 5.4 to 5.6 percent 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 and H specification clause No. 509 complete in all respects.including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
Excavation in Hill area by manual/mechanical means:- Excavation in soil in hill areas all heights and depth in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hardd rock all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side. Rock shall be excavated with chiselling and wedging out rock( where blasting is prohibited) including cutting and trimming of side slopes and disposing of excavated earth with a lift upto all heights and all leads as directed by the Engineer-in-Charge, in conformately with the requirement of technical specification of rural roads clause 1603.1 all useful material such as stone, shingle, aggregates& slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property to during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly compensated by him in all cases.
Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads , dressing of sides and bottom and back filling in trenches with excavated suitable material in ordinary soil upto all depth. as directed by the Engineer-in-Charge.all useful material such as stone, shingle, aggregates& slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property to during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly compensated by him in all cases.
Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone 40mm agregate nominal size) for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803, 1202 and 1203.including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 with randum rubble masonry in cement mortar 1:6 (1 cement :6 sand) . including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.
Providing weep holes in brick/ stone / plain reinforced concrete abutment, wing wall, return walls with 100 mm dia PVC pipe extending through the full width of the structure with slope of 1V : 20H towards drawing face complete as per drawing and technical specifications clauses 614, 709 and 1204.3.7 including carriage of material within all leads and lifts and other incidentals. including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
M/S NAVEEN DHAUSTA GOVT. CONTRACTOR
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