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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.1 LAccepted-AOC R O VILLAGE AND PO HURLA TEHSIL BHUNTAR DISTT KULLU H P | L1 | Accepted-AOC Found in order | |
| 2 | L2₹22.2 L+₹1.0 L (4.89%)Rejected-AOC M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | L2 | Rejected-AOC Not found in order | |
| 3 | Rejected-Technical M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | KULLU | HIMACHAL PRADESH | 172002 | - | Rejected-Technical Non Responsive | |
| 4 | Rejected-Technical | - | Rejected-Technical Non Responsive |
Tender Value
₹20.2 L
EMD Value
₹41,000
Closing Date
28 Apr 2023, 5:00 pmClosed
Executive Engineer Banjar Division HPPWD Banjar
Near PWD Rest House Banjar Tehsil Banjar Distt.Kullu HP
Providing and laying WBM grade-III, priming coat SS-I km 0-0 to 1-0 construction of earthen shoulder km 0-0 to 1-100 construction of PCC drain km 0-0 to 0-945, construction of edge wall at RD-0-210 to 0-250, Retaining wall at RD-0-250 to 0-265
2023_PWD_72295_1
206-255 Dated-05.04.2023
Open Tender
Civil Works - Roads
Item Rate
60 days
Banjar
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
EE Banjar
₹41,000
8 May 2023
19 Apr 2023
29 Apr 2023
19 Apr 2023
28 Apr 2023
19 Apr 2023
Amount
Providing,laying, spreading and compacting stone aggregates of 53mm to 22.4mm ( Fifty three milimetre to twenty two point four milimetre) sizes to water bound macadam specification including spreading in uniform thickness, laying in two layers , hand packing, rolling with smooth wheel roller 80-10 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical specification Clause 405, by Mechanical means, including hauling/ carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg.sqm (zero point seventy - one point zero kilogramme) using mechanical means as per Technical specification clause 502 including hauling/ carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.
Construction of sub-base and earthen shoulders with approved materials obtained from borrow pits with all lifts and lead ,transporting to site ,spreasing grading to required slope and compacted to meet required of table 300.2 with lead upto 1000 m as per technical specification clause 303.1.including hauling / carriage of all labour and equipments and material to various locations through all modes of transports by mechanical mean with in all leads and lifts of material complete as per entire satisfaction & direction of Engineer-in-Charge.
Earthwork 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 any lead and lift complete including dressing of sides and bottom and backfilling in trenches with excavated suitable material. with in all leads and lifts complete as per entire satisfection of Engineer- in- charge.
Providing concrete for plain reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 and 1203 1:3:6 (one cement : three sand : six graded stone aggregate graded stone aggregate 20mm (twenty millimetre nominal size) including the cost of form work and curing complete and hauling/carriage of all labour, equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.
Providing and laying cement concrete for plain concrete in open foundation 1:4:8 (One cement : four sand :eight graded crushed stone aggregate 25mm ( twenty five milimetre nominal size) mechanically mixed in open foundations and sub structure of retaining walls, Breast walls and parapets etc. complete as per drawings and HP.PWD. specification/MORD technical specification section and clause 800,1202 and 1203 and curing complete including the cost of form work and hauling / carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.
Random rubble stone masonry in cement mortar 1:6 (one cement: six sand) for sub structure as per drawing and techanical specification of Ministry of Rural Development for Rural road clause 702,704,1202 and 1204 including carriage of all labour equipment and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.
Construction of dry rubble stone masonry for Retaining walls, breast walls, revetment walls and parapets etc for sub-structure and super structure complete as per drawing and technical specification of Ministry of Rural Development for Rural road clause 704.6 and 1302.5 including hauling/ carriage of all labour equipment and materials to various location through all modes of transportation. with in all leads and lift of materials and as per direction of Engineer-in-charge.
Back filling with granular materials behind abutment, wing walls and return walls complete as per drawing and technical specification clause 1206.3 and 1604.7 including haulage/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.
Cutting in earth work in hilly area in all heights and depths in all kinds of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling/wedging out of rock ( where blasting is prohibited) and their intermediate classification of soil including, dewatering wherever required setting out to the required line grades, side slopes trimming bottom and lvel as shown on the drawings according to technical specification clause 1603.1, 1603.2 and 1603.3.3 and sorting out useful/un useful materials and stacking the same in all leads and lift and transportation of the un-usful materials for filling in road ways, and then disposing of surplus excvatedearth in cquired width of roads or on approved dumping sites through all modes of transportation including head load animal load or mechanical means along with its leveling fine dressing and all labour, machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by all means (if any required) Recovery for useful stone of 88.56 Cum @ 300/per cum amounting to Rs.26568/- only shall be done on prorata basis for the quantity of cutting in earth work effected. Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all respect.
Narender singh pal
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