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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹15.4 L+₹4.2 L (37.9%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical CHENAB VALLEY DIVISION HPPWD UDAIPUR | UDAIPUR | RAJASTHAN | 307025 | - | Rejected-Technical Non-Responsive |
Tender Value
Refer Docs
EMD Value
₹16,950
Closing Date
16 Mar 2021, 11:00 amClosed
Executive Enginer
HPPWD Division Palampur
F/C, R/Wall, edge wall and 1.00 mtr. span culvert at RD 0/900 under SCSP
2021_PWD_45029_1
17564-614 PWD Palampur
Open Tender
Civil Works - Roads
Item Rate
90 days
Palampur
Please refer Tender documents.
10 documents required · 10 mandatory
₹350
₹16,950
9 Sept 2024
3 Mar 2021
16 Mar 2021
3 Mar 2021
16 Mar 2021
3 Mar 2021
Amount
Excavation in Hilly Area in all heights and depths and in all kinds of soil by manual/ mechanical means including saturated soil comprising of ordinary soil, soft Rock,Hard rock, chisseling/wedging out of rock (where blasting is prohibited ) and their intermidiate classification of soil setting out true to the required line, grades cutting and trimming of side slopes to level as shown in the drawings and as directed by the Engineer in charge at site according to the MORD technical specification clause 302,1603.1 and 1603.2 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of road and transportation of useful material for filling in road way, camber , embankments for grade improvement and disposal of all surplus material in acquired width of the road or on approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its levelling, fine dressing and carriage of machineries ,materials , tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour if required .Recovery of stones to the tune of 12.19 cubicmetre (Twelve decimal one nine cubic metre) quantity at the Rate of Rupees 300/- only (Rupees Three hundred only) per cubic metre shall be effected from the contractor's running bills on pro-rata basis as per actual quantity executed. Any loss to the public /private property during the course of execution shall be the absolute responsibilty of the contractor which shall have to be compensated by him in all cases .
Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out constructin of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads and any quantam of water including cleaning of slush which may arrise out during dewatering as per the direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidental .
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 grade M-10 (M Ten) nominal mix 1:3:6 (one cement :Three sand :Six graded crushed /broken stone aggregate 20 mm (Twenty Milimeters) nominal size in or under water including curing complete, 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 in drain as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals.
Providing Cement concrete 1:3:6 (One Cement : Three Sand : Six crushed stone aggregate) Nominal Mix P.C.C. grade M-10 (M-Ten) for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clasue 802,803 1202 & 1203 including carriage of materials with in all leads, lifts and other incidental.
Providing Cement concrete 1:2.5:5 (One Cement : Two and half Sand : five crushed stone aggregate) Nominal Mix, P.C.C. grade M-15 (M-Fifteen ) in sub structure complete as per drawings and technical specifications Clasue 802,804, 805. 806, 807, 1202 and 1204 including carriage of materials with in all leads, lifts and other incidental .
Providing and laying mechanically mixed and vibrated plain cement concrete nominal mix 1:5:10 (1 cement: 5 sand:10 graded crushed/ broken stone aggregate 40 mm (forty milimetre) nominal size) in parapets and filling in abutments per drawing and MORD technical specifications Section 800, 900 & 1200 including the cost of form work and curing complete, including carriage of materials within all leads and lift and other incidentals as per the direction of Engineer-in- Charge.The rate including of octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.
Providing Cement concrete 1:2:4 (One Cement : Two Sand : four crushed stone aggregate) Nominal Mix, upto all heights R.C.C. grade M-20 (M-Twenty ) in sub structure complete as per drawings and technical specifications Clasue 802,804, 805. 806, 807, 1202 and 1204 including carriage of materials with in all leads, lifts and other incidental .
Providing/ Laying Cement concrete 1:1.5:3 (One Cement : One and half Sand : three crushed stone aggregate) Nominal Mix, upto all heights R.C.C. grade M-25 (M-Twenty five ) in Superstructure as per drawings and technical specifications Clasues 800, 1205.4 and 1205.5 including carriage of materials with in all leads, lifts and other incidental . (Slab)
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification clauses 1002,1010 and 1202 including carriage of materials with in all leads, lifts and other incidental .
Back filling granular material behind R/Wall, abutment wing wall and return wall complete as per drawing and technical specifications clause 1204.3.8 including carriage of materials with in all leads, lifts and other incidental.
Providing weep holes in brick mansonry/ stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full with of the structures with slop of 1 (v) : 20 (H) towards draing face complete as per drawing and technical specification clause 614, 709, 1204.307 including carriage of materials with in all leads, lifts and other incidental .
TANUJ SHARMA
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