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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹23.2 LAccepted-AOC NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | 1 | Accepted-AOC 1 | |
| 2 | 2₹26.8 L+₹1.9 L (7.63%)Rejected-AOC VILL MOLANA PO BOHNI TEHSIL AND DISTT HAMIRPUR HP | 2 | Rejected-AOC 2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Not Admitted | |
| 4 | Rejected-Technical VPO PATLANDER TEHSIL SUJANPUR DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | - | Rejected-Technical Not Admitted. |
Tender Value
₹24.6 L
EMD Value
₹44,500
Closing Date
5 Aug 2021, 11:00 amClosed
Executive Engineer, HPPWD Division Tauni Devi
Executive Engineer, HPPWD Division Tauni Devi
C/O 600mm dia hume pipe culvert at RD. 0/210 M/T work at RD. 0/0 to 0/650
2021_PWD_50334_6
No/PW/TDD/NIT/2021
Open Tender
Civil Works
Item Rate
60 days
Tauni Devi Executive Engineer
Please refer Tender documents.
14 documents required · 14 mandatory
₹500
₹44,500
21 Nov 2021
30 Jul 2021
5 Aug 2021
30 Jul 2021
5 Aug 2021
30 Jul 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 1.5 m (one point five metre) in width or 10 sqm (ten square metre) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m,(one point five metre) including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead and lifts Ordinary rock, as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (one cement: three sand: six graded stone aggregated 20mm (twenty millimeters) nominal size, as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.
Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing,excluding the cost of centering, shuttering and finishing,including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability M-15 grade plain cement concrete (cement content considered @ 240 kg/cum)(two hundred forty kilograme) as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.
Providing and laying cement concrete in retaining walls,return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets,coping, bed blocks, anchor blocks, plain window sills,fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:5:10 (one cement : five coarse sand) : ten graded stone aggregate 40 mm (forty millimeters nominal size). as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (one cement : two coarse sand : four graded stone aggregate 20 mm(twenty millimeters nominal size),as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (one cement : two fine sand) including testing of joints etc. complete 600 mm six hundred millimeters) dia. R.C.C. pipe,as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.
Providing weep holes in brick/stone masonry/ plain/ reinforced concrete abutment, wing walls, return walls, retaining walls and breast wall with 110mm( one hundred ten millimeter) dia PVC pipe De-plast/finolex/ vectus pipe having pressure 4kg.per centimeter square. (four kilograme per centimeter square ) extending through the full width of the structures with slopes of I(V): 20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 as per direction of Engineer- in -Charge, including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.
Earth work in surface excavation not exceeding 30 cm (thirty centimeter) in depth but exceeding 1.5 m (one point five metre) in width as well as 10 sqm (ten square metre) on plan including getting out and disposal of excavated earth upto 50 m (fifty metre) and lift upto 1.5 m,(one point five metre) as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) (fifty three millimeters into zero point zero seventy five millimeter),as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm )( fifty three millimeter into zero point zero seven five millimeter) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.
Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70-1.0 kilogram (zero point seven zero to one point zero kilogram per square meter) using mechanical means as per technical specification clause –502 and as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.
2.5 cm (two point five centimetre )premix carpet surfacing with 2.25 cum(two point twenty five cubic metre) and 1.12 cum (one point twelve cubic metre) of stone chippings of 13.2 mm (thirteen point two millimeter) and 11.2 mm (eleven point two millimeter) size respectively per 100 sqm (one hundred square metre) and 52 kg (fifty two kilogram) and 56 kg(fifty six kilograme) of hot bitumen per cum of stone chippings of 13.2 mm (thirteen point two millimetre) and 11.2 mm (eleven point two millimeter) size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm (two point thirty six millimeters) and retained on 180 micron sieve) with bitumen using 128 kg (one hundred twenty eight kilogram) of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum(zero point six zero cubic metre) of fine aggregate per 100 sqm (hundred square metre) of road surface, including rolling and finishing with road roller all complete.as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.
Arvind Sharma
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