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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-Finance | ₹1.0 Cr | L1 | Accepted-Finance Responsive |
| 2 | L2₹1.1 Cr+₹7.5 L (7.30%)Accepted-Finance | ₹1.1 Cr+₹7.5 L (7.30%) | L2 | Accepted-Finance Responsive |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
Tender Value
₹54.1 L
EMD Value
₹86,600
Closing Date
16 Feb 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer HP PWD Division Jaisinghpur
C/O Causeway over Juh Nallah on Pantehar School to Kunjeswar Mahadev Temple road. (Under SCSP)
2021_PWD_44193_1
C/O Pantehar School to Kunjeswar Mahadev
Open Tender
Civil Works - Roads
Item Rate
365 days
Jaisinghpur
Please refer Tender documents.
15 documents required · 15 mandatory
₹2,000
Executive Engineer HP PWD Division Jaisinghpur
₹86,600
3 Mar 2021
10 Feb 2021
17 Feb 2021
10 Feb 2021
16 Feb 2021
10 Feb 2021
Amount
Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil, comprising of ordinary soil, ordinary rock , hard rock chiseling / wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification clause 305.1 and as per the directions of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable / approved materials to the original surface in layers not exceeding 150mm one hundred fifty millimeters) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering or as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 & as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
Construction of granular sub base by providing well graded materials (Grading-I) spreading in uniform layer with tractor mount grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller 8-10 (Eight to ten) tonne capacity to achieve the desired density complete as per M.O.R.D. technical specification clause 401 and as per directions of Engineer-in charge within all leads,lifts of materials and other incidentals.The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concrete in open foundations for all types of structure complete of plain cement concrete nominal mix 1:3:6 (one cement :Three sand :Six graded crushed /broken stone aggregate 40 mm (Forty Milimeters) nominal and below size in or under water including curing complete, pumping or bailing out water ,dewatering removal of slush as required at site which may arrisen at the time of laying under water complete for all heights/depths including the cost of form work, as per drawings and technical specifications Clause 802, 803, 1202 & 1203 or as per the direction of Engineer-in-Charge including carriage of material within all leads , lifts and other incidentals .The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and laying boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm (hundred millimeters into hundred millimeters ) mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg ( forty kilogram) each in toe walls as per drawing and MORTH technical specifications Clause 1301 and as per direction of the Engineer- In –Charge including carriage of materials within all leads and lifts and other incidental.The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and laying mechanically mixed and vibrated concrete for Plain/reinforced cement concrete in substructure for all type of structure complete using RCC grade M-25 design mix with cement concrete not les than 400 kg (four hundred kilograme) per cubic metre with 20mm (twenty millimetre ) nominal size graded crushed stone aggregate and curing complete in or under water including pumping or bailing out water , dewatering removal of slush as required at site which may arrise at the time of laying under water complete for all heights/ depths including the cost of form work in abutments as per drawings and M.O.R.D. technical specificationas per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 & as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government. RCC Grade M-25
Providing and laying mechanically mixed and vibrated reinforced cement concrete in super structure as per drawing and M.O.R.D.. technical specification section 1205.4 and 1205.5 using R.C.C. grade M-25 ( twenty five) design mix with cement concrete not les than 400 kg (four hundred kilograme) per cubic metre with 20mm (twenty millimetre ) nominal size graded crushed stone aggregate and curing complete including cost of form work but excluding the cost of reinforcement for reinforced concrete work in deck slab and to the entire satisfaction and as per the direction of Engineer-in-Charge including carriage of material within all leads , lifts and other incidentals . The rate includes octroi, royality,Malkana,Tol tax, sale tax, GST or any other taxes imposed by the Government.
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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502 as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing laying and rolling by mechnical means of open grades premix carpet of 20mm ( twenty millimeter) thickness composed of 13.2mm ( thirteen decimal two millimeter) and 11.20 ( eleven decimal two zero millimeter) aggregate mixed in the ratio 2:1 (two is to one) and @ 0.27 cum (zero decimal twenty seven cubic metres ) mixed with bitumen VG-10 (ten) @ 14.60 kg (fourteen point six zero kilogram) per ten square meter of road surface, laid to required line grade and level to serve as wearing course on a previously prepared base, including heating binder and aggregate in hot mix plant 30/40 ton capacity per hour transporting mixed material with tippers and laying with pavers finisher to the required grade and camber and rolling with a three Wheel 80-100 KN static road roller to required level and grade as per M.O.R.D. technical specifications clause No. 508 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect.
Providing and laying mechanically mixed and vibrated concrete for plain / reinforced concrete in sub structure for all types of structure of plain cement concrete grade M-25 (M-twenty five) graded crushed stone aggregate 20mm (twenty millimetre) nominal size in or under water including curing complete for 14 (fourteen) days pumping or bailing out water dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification Clauses 802,803,1202 and 1203 as per the directions of Engineer-In-Charge including carriage of materials within all leads, lifts and other incidental. The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
Supplying, fitting and placing HYSD Fe 500 bar reinforcement (Tata / Tiscon) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 including cutting bending, binding, Straightening and placing in position complete in all respect including the cost of binding, wire upto all heights and depths and as per direction and entire satisfaction of Engineer-in-Charge, including carriage of materials within all leads lifts and other incidental. The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
Supplying fitting and placing HYSD Fe 500 bar reinforcement (Tata / Tiscon) in sub-structures complete as per drawings and MORTH technical specifications clause 1002,1005,1010 and 1202, including cutting bending, binding, Straightening and placing in position complete in all respect including the cost of binding, wire upto all heights and depths and as per direction and entire satisfaction of Engineer-in-Charge, including carriage of materials within all leads lifts and other incidental. The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
Supplying fitting and placing HYSD Fe 500 bar reinforcement (Tata / Tiscon) in super structures in slab complete as per drawings and MORTH technical specifications clause 1002,1010 and 1202 including cutting bending, binding and placing in position complete in all respect including the cost of binding wire upto all heights / depths or as per the direction and entire satisfaction of Engineer-in-Charge, including carriage of materials within all leads lifts and other incidental. The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing, laying, spreading and compacting stone aggregate size 53mm to 22.4mm ( fifty three millimeter to twenty two point four millimeter) Grading-III 75mm (seventy five millimetre) thickness to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2 mm (eleven point two millimetre) nominal size at the rate of 0.18 cum (zero point eighteen cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness 20 Cm (twenty centimetre) as per design, over a prepared sub base with 43(forty three) grade cement of any type as per clause 1501.2.2 and M-30 (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 millimeter ) 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 provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant,dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs using curing compound (where specified) and water, finishing to line and grade as per drawing and as per M.O.R.D. technical specification clause 1501 and 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 including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and laying ( to level or slope) 900mm dia (nine hundred millimetre) reinforced cement concrete heavy duty non pressure pipes IS Class pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 and as per direction of Engineer - in- Charge including carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental. The rate is including of octroi, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.
Providing weep holes in brick masonry/stone masonry/plain or reinforced concrete abutment, wing wall, return wall with 110mm (one hundred ten millimeter) dia P.V.C. pipe having preessure not less than 4.5 Kg (four decimal five) per sqm. extending through the full width of the structures with slope of I (v): 20(H) towards drainage face complete as per drawing and M.O.R.D.technical specification clauses 1206.6,709 & 1204.3.7 including hauling /carriage of materials to various location through all modes of transportation with in all leads, lifts and other incidental or as per the direction of Engineer-In-Charge. The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
Boulder filling dry hand packed tightly in under floor. within all leads lifts and other incidentals as per the direction of the engineer-in-charge . The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
Back filling with granular material behind abutment, wing wall and return wall to the full height compacted to a firm condition complete or as directed by the Engineer-in-Charge, including carriage of materials within all leads lifts and other incidental. The work should be done as per MORTH technical specification clauses 1204.3.8 of IRC: 78 & 2200. The rate including of octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.
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