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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.8 LAccepted-AOC | L-1 | Accepted-AOC Accepted | |
| 2 | L-2₹13.8 L+₹30,319 (2.24%)Rejected-AOC | L-2 | Rejected-AOC Rejected | |
| 3 | L-3₹19.3 L+₹5.8 L (42.9%)Rejected-AOC | L-3 | Rejected-AOC Rejected | |
| 4 | L-4₹20.3 L+₹6.8 L (50.2%)Rejected-AOC | L-4 | Rejected-AOC Rejected |
Tender Value
Refer Docs
EMD Value
₹20,000
Closing Date
19 May 2021, 4:00 pmClosed
Executive Engineer
HPPWD Division Jawali
Construction of link road Dhawi to village Mehol Km 0/0 to 0/950SH Providing and laying wearing and Metalling/tarring at Rd 0/150 to 0/950 edge wall at RD 0/212 to 0/239 Under MMGSY
2021_PWD_47451_1
PWJ/CB/T.A//2020-21 dt. 23-04-2021
Open Tender
Civil Works - Roads
Item Rate
90 days
Jawali
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹20,000
Yes
7 Aug 2021
14 May 2021
20 May 2021
14 May 2021
19 May 2021
14 May 2021
Amount
Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera and other similar structure in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks ( Where blasting is prohibited) complete in accordance with the line and dimensions shown in the drawings as per M.O.R.D. technical specification section 300 and 1600 and as per direction of the Engineer- In – Charge including setting out shoring and bracing , removal of stumps and other deleterious materials and disposal of materials upto any lead and lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to be original surface in layer not exceeding 150mm (One hundred fifty milimeter) compacted thickness including shoring, strutting and pumping and bailing out water (surface and sub soil water ) upto any depth and quantum of water including cleaning of slush which may arrise out during dewatering as per entire satisfaction and direction of Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government.
Providing and laying mechanically mixed and vibrated concrete for plain concrete in sub structure for all type of structure complete of concrete grade M-10 ( M Ten) nominal mix 1:3:6 ( One cement : three sand : six graded crushed/ broken stone aggregate 40mm ( Forty millimeter) nominal size on ground or under water including pumping or bailing out water / dewatering removal of slush as required at site which may arise at the time of laying concrete complete for all heights/ depths and curing complete including the cost of form work as per drawings and M.O.R.D. technical specification section 800, 900 and 1200 in toe wall etcetera as per the direction and entire satisfactions of Engineer-in-Charge Including carriage of material within all leads, lifts and other incidental. The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government.
Providing, laying spreading and compacting by mechanical means stone aggregate/ specified size to water bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 (Eighty/Hundred) K.N. static Road roller in stages to proper grade and camber including applying and brooming stone screening type-B of size 11.2mm (eleven point two milimetres) for Grading-III at the rate of 0.18 cum ( zero point one eight cubic metres) per ten square metres, to fill up the interstices of course aggregate, watering and compacting to the required density grading –III 53mm to 22.4mm ( fifty three millimetres to twenty two point four millimetres) size 75mm (Seventy Five millimetres) compacted thickness as per M.O.R.D. technical specifications section 400 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government.
Providing and applying with BITUMEN emulsion (SS-1) on the prepared surface of granular base after and including cleaning of road surface with Hydraulic brooms and spraying primer with bitumen emulsion pressure distributer at the rate of 0.85 kg (zero point eight five kilograme) per square metre using mechanical means as per M.O.R.D. technical specifications section 500 as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government.
Providing and applying with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.275 kgs. (Zero decimal two seven five kilogrammes) per square metre on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per MORD technical specification 500, as per the entire satisfaction and direction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government.
Providing laying and rolling of open graded premix carpet of 20mm ( twenty millimeter) compacted thickness, composed of 13.2mm ( thirteen decimal two millimeter) to 5.6mm ( five decimal six millimeter) aggregate at the rate of 0.27 cubic metre (Zero point two seven cubic metre) mixed with Bitumen VG-10 (Viscosity grade- ten) at the rate 14.60 Kilograme (fourteen point six zero kilograme) per ten square metre 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 of 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 finished to required level and grades to be followed by seal coat complete as per M.O.R.D. technical specifications section 500 as per the entire satisfaction and direction of Engineer – in- Charge excluding the cost of tack coat and seal coat including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government.
Providing and laying seal coat type-B for sealing the voids in a bituminous surface laid to the specified level, grade and cross falls using 0.06 ( zero point zero six) cubic metre of fine aggregate per 10 Sqm. ( Ten square metre) premixed with VG-10 (Viscosity grade ten) bitumen binder at the rate of 6.80 kg (six point eight zero kilograme) per ten square metre of road surface heated in Hot Mix plant and laying/ mannualy of mixed material and rolling with Three Wheel road roller 8-10 ( eight to ten) tonne capacity) as per MORD technical specification section 500 and as per the direction and satisfaction of Engineer-in-Charge, including carriage of material labour and equipment required to execute the work to the site of work complete in all respect The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government.
PAVNESH KUMAR
Purshotam Singh
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