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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.1 LAccepted-AOC | L-1 | Accepted-AOC Accepted | |
| 2 | L-2₹7.3 L+₹22,815 (3.22%)Rejected-AOC NOT AVAILABLE | L-2 | Rejected-AOC Rejected | |
| 3 | L-3₹7.4 L+₹28,700 (4.05%)Rejected-AOC HIMACHAL PRADESH HP | CHAMBA | HIMACHAL PRADESH | 176315 | L-3 | Rejected-AOC Rejected | |
| 4 | L-4₹7.7 L+₹63,947 (9.03%)Rejected-AOC R O VILL GAUNA P O KAROUR TEHSIL NADAUN DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | L-4 | Rejected-AOC Rejected | |
| 5 | L-5₹8.2 L+₹1.1 L (15.5%)Rejected-AOC | L-5 | Rejected-AOC Rejected |
Tender Value
₹5.4 L
EMD Value
₹10,700
Closing Date
27 Nov 2021, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER HPPWD DIVISION JAWALI
Providing and laying cement concrete pavement at various reaches between km. 1/0 to 3/500
2021_PWD_53560_1
PWJ/CB/TENDER/21/12372-402 Dt 09.11.2021
Open Tender
Civil Works
Item Rate
30 days
JAWALI
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹10,700
23 Dec 2021
17 Nov 2021
29 Nov 2021
17 Nov 2021
27 Nov 2021
17 Nov 2021
Amount
Providing laying spreading and compacting stone aggregates 53 to 22.4 millimeters specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 KN Static road roller in stages to proper grade and camber applying and brooming stone screening at the rate of 0.22 cum ( zero point two two cubic metres) per ten square metres to fill up the interstices of course aggregate watering and compacting to the required density grading -III size 75 mm ( Seventy five millimetres) compacted thickness as per M.O.R.D. technical specification clause No. 405 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in -charge including carriage of matreials within all leads and lifts and other incidential.The rate including octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government.
Construction of un-reinforced, (without dowels) plain cement concrete pavement M-30 (M-thirty) (Grade) as per design over a prepared sub base with 43 grade (forty three) cement or any other equivalent as per clause 1501.2.2 conforming to IS:383 maximum size of coarse aggregate not exceeding 25mm, (Twenty five millimetres) mixed in a concrete mixer of not less than 0.2cum (Zero point two cubic metres) capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick (One hundred twenty five micron )polythene film wedges, steel plates including levelling the form work as per drawing, spreading the concrete with shovel, rakes, compacted using needle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars of appropriate dia near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slab for fourteen days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specifications clause 1501, including curing complete, including carriage of materials within all leads and lifts and other incidental. The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.
ANKUSH KUMAR
ARUN KUMAR
Vipan Kumar
BASHIR MOHAMMAD
SUKHBIR SINGH
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