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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.9 LAccepted-AOC HARYANA HR | GURUGRAM | HARYANA | 122001 | L-1 | Accepted-AOC accepted | |
| 2 | L-2₹15.5 L+₹59,448 (4.00%)Rejected-AOC | L-2 | Rejected-AOC accepted | |
| 3 | L-3₹16.7 L+₹1.8 L (12.1%)Rejected-AOC GUNAI RUHA DHARGHAT KUNANA ROAD IN KM 0 00 TO 2 300 SH C O ROAD JEEPABLE STANDARD TO 5 7 MTR IN KM 0 00 TO 2 300 900MM DIA RCC HPC AT RD 1 800 UNDER MNP TENDER ID 2024 PWD 88502 1 | L-3 | Rejected-AOC accepted | |
| 4 | L-4₹17.6 L+₹2.7 L (18.3%)Rejected-AOC | L-4 | Rejected-AOC accepted | |
| 5 | l-5₹18.0 L+₹3.1 L (20.9%)Rejected-AOC CONTRACTOR VILLAGE PARDUNI P O GIRINAGAR TEHSIL PAONTA SAHIB DISTRICT SIRMOUR H P | l-5 | Rejected-AOC accepted |
Tender Value
₹12.6 L
EMD Value
₹25,200
Closing Date
20 May 2020, 4:00 pmClosed
EE HPPWD Kasauli
EE HPPWD kasauli
Restoration of rain damage on link road to GSSS Dharampur km 0/0 to 0/850 SH P/F 80 mm paver block interlocking tile pavement from various RDs
2020_PWD_36969_1
No/PW/Ksli/NIT-19- 175-85 dated27/4/2/20
Open Tender
Civil Works
Item Rate
60 days
Kasauli
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
EE Kasauli
₹25,200
20 Aug 2020
6 May 2020
21 May 2020
6 May 2020
20 May 2020
6 May 2020
Amount
Earthwork in excavation for all type of road structures such as retaining wall, breast wall, culvert, drain and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted). Dimesions and other particulars as per drawing and Technical Specification Clause 305.1(Three hundred Five point One) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and its disposal including dressing of sides and bottom and backfilling in trenches with excavated suitable material, trimming, filling of unevenness blindages and finishing of the road to specified dimensions. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site (to be arranged by the contractor) or as directed by the Engineer-in-Charge. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.
Providing P.C.C. grade M 20 (twenty) Nominal mix (1:2:4) (one isto two isto four graded stone aggregate 20mm nominal size) Hand Mix for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) and curing complete including the cost of form work and as per direction of Engineer in Charge and as per MORD specification including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.
Providing and Laying cement concrete 1:5:10 (one cement isto five sand isto ten graded stone aggregate 40mm) and mechanical mixed, vibrated and curing complete including the cost of farmwork for plain concrete in retaining walls, breast walls, the size of plum should be 150 to 300 mm as per drawing and HP.PWD technical / MORD specifications 800 & 1200 (eight zero zero & one two zero zero) & as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.
Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm (eighty milimeters) as per drawing and Technical Specification Clause 1504, as per direction of Engineer in Charge including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.
Removal of earth from the choked hill side drain manually, and dressing it on the berms/ shoulder portion or dispose it on the valley side / dunping site to be arranged by the contractor, including all leads, lifts and carriage of materials as per direction of Engineer-in-Charge.
CHINT RAM SHARMA
M/s rachin chaudhary
SOURAV VERMA
Geeta Ram
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