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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAccepted-AOC HIMACHAL PRADESH HP | CHAMBA | HIMACHAL PRADESH | 176315 | L1 | Accepted-AOC Accepted due to lowest rates bidder L1 | |
| 2 | L2₹10.7 L+₹54,600 (5.35%)Rejected-Finance R O VILL RAMNAGAR P O PANCHRUKHI TEHSIL PALAMPUR DISTT KANGRA HP | L2 | Rejected-Finance Rejected due to higher rates bidder L2 |
Tender Value
₹6.2 L
EMD Value
₹12,500
Closing Date
7 Oct 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer, HP.PWD Division Jaisinghpur
P/L GSB, G-II and 20 mm thich premix carpet with seal coat at RD 0/150 to 0/450, CC pavement at RD 0/00 to 0/045, 0/450 to 0/505) (SCSP)
2021_PWD_52784_1
C/O Road from upper Lambagaon to Vishwakarma Mandi
Open Tender
Civil Works - Roads
Item Rate
60 days
Jaisinghpur
Please refer Tender documents.
14 documents required · 14 mandatory
₹350
₹12,500
27 Dec 2021
30 Sept 2021
8 Oct 2021
30 Sept 2021
7 Oct 2021
30 Sept 2021
Amount
Construction of granular sub-base by providing well graded material as per table 400.1 spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with three wheel 80-100 ( eighty to hundred) KN static roller to achieve the desired density, complete as per drawing and MORD technical specification section 400 for grading 1 material and as per the directions of Engineer-in-Charge including carriage of material within all leads , lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, GST, toll tax or other taxes imposed by the government.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100(eighty to hundred ) kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 and as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, GST, toll tax or other taxes imposed by the government.
Providing and applying primer coat with BITUMEN emulsion (SS-1) on the prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer @ 0.85 Kg. per Sqm. ( zero point eight five kilogram) per square metre using mechanical means as per M.O.R.D. technical specifications clause 502and as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, GST, toll tax, or other taxes imposed by the government.
Providing and applying tack coat with Bitumen emulsion (RS-I) using emulsion pressure distributor at the rate of 0.275 kg. (zero point two seven five kilogram per Square metre on the prepared granular surface treated with primer and cleaned with hydraulic broom as per M.O.R.D. technical specifications clause 503 and as per the directions of Engineer-in-Charge including carriage of material within all leads , lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, GST, toll tax, or other taxes imposed by the government.
Providing, laying and rolling of open-graded premix carpet of 20 mm (twenty milimetre) compacted thickness composed of 13.2 mm (thirteen decimal two milimetre) to 5.6 mm (five decimal six millimetre) aggregates at the rate of 0.27 Cum. ( zero point two seven cubic metre) mixed with bitumen viscosity grade-ten (V.G-10 ) at the rate 14.60 Kg. ( Fourteen point six zero kilogram) per ten Square metres of road surface to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggregate in Hot mix Plant 30/40 ( Thirty / Forty) Tonne per hour capacity, transporting mixed material with tipper and laying with paver finisher to the required grade and camber and rolling with a three wheel 80-100 (Eighty - Hundred) KN static road roller,capacity finished to required level and grades to be followed by seal coat as per MORD Technical Specification section 500 as per the entire satisfaction and direction of the Engineer-in-Charge excluding the cost of tack coat and seal coat including carriage of material within all leads, lifts and other incidentals .The rate is including octroi, royality, GST, toll tax, or other taxes imposed by the government.
Providing and laying seal coat for sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B premixed with 6.80 kg (Six point eight zero kilogram) pentration grade bitument VG-10 (Viscosity grade- Ten) with 0.06 (Zero point Zero six) Cubic metre of fine aggregate per 10sqm (ten square meter) of road surface heated in mini hot mix plant and laying manually of mixed material and rolling with power road roller 8 - 10 tonne (eight to ten) tonne capacity including carriage of material / machinery and equipement required to execute work to the site of work complete in all respect within all leads , lifts aas per entire saticfication and direction of Engineer -In-Charge as per MORD technical specification section 500.The rate is including octroi, royality, GST, toll tax, or other taxes imposed by the government.
Construction of un-reinforced, plain cement concrete pavement thickness as per design and laid over a prepared sub base with 43(forty three) grade cement or any type as per clause 1501 M-30 (M- thirty) grade, design mix cement concrete, coarse and fine aggregates conforming to IS:383(three hundred eighty three), maximum size of coarse aggregate not exceeding 25mm(twenty five millimetre ) mixed in a concrete mixer of not less than 0.2 (zero point two) cubic meter capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work ( steel channel), laying and fixing of 125(one hundred twenty five) micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators and finished in continuous opreation including expansion, construction joints, and admixtures as approved, curing of concrete slabs for 14 days (Fourteen) using curing compound (where specified) and water, finishing to line and grade as per drawing and M.O.R.D. technical specification section 1500 as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation with in all leads, lifts and other incidental .The rate is including octroi, royality, Malkana, toll tax GST or other taxes imposed by the Government.
Sunil Walia
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