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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC GOVT CONTRACTOR VILLAGE CHERI P O KIAR KOTI TEHSIL DISTT SHIMLA | L1 | Accepted-AOC Ok | |
| 2 | L2₹8.3 L+₹99,667.36 (13.7%)Rejected-AOC | L2 | Rejected-AOC Ok | |
| 3 | L3₹8.6 L+₹1.3 L (18.0%)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 | L3 | Rejected-AOC Ok | |
| 4 | L4₹8.9 L+₹1.6 L (21.8%)Rejected-AOC | L4 | Rejected-AOC Ok | |
| 5 | L5₹8.9 L+₹1.6 L (22.0%)Rejected-AOC | L5 | Rejected-AOC Ok |
Tender Value
₹6.2 L
EMD Value
₹12,500
Closing Date
18 Dec 2019, 10:30 amClosed
EE B and R Division HPPWD Solan
Near New Bus Stand Solan
SH Cutting of play ground and C/o wire crate to support the excavated earth for extension of play ground Deposit work
2019_PWD_33095_1
12420-27 dated 26.11.2019 C/o play ground at GMS
Open Tender
Civil Works
Item Rate
60 days
Solan
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
EE B and R Division Solan
₹12,500
27 Jul 2020
4 Dec 2019
18 Dec 2019
4 Dec 2019
18 Dec 2019
4 Dec 2019
Amount
Cutting in earthwork in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erossion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, and level as shown on the drawings including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner at any approved dumping site or otherwise (to be arranged by the contractor including payment of prescribed dumping charges of Municipal Committee / Local body if levied any), trimming, filling of unevenness as directed by the Engineer-in charge. All useful materials, such as stones, shingles, aggregate and slates shall be probably stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation and used / removed as per the direction of Engineer in Charge. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.
Earthwork in excavation for all type of structures 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 and laying of boulder apron laid in wire crates with 4 mm(four milimeter) dia GI wire conforming to IS:280 (two hudred eighty) and IS:4826 (four thousand eight hundred twenty six) in 100 mm x 100 mm(one hundred into one hundred milimeter) mesh (woven diagonally) including 10(ten) per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five kilogramme) each as per drawing and technical specifications Clause 1301,(one thousand three hundred one) including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.
Backfilling of Granular material behind abutment, wing wall and return wall, breast walls, retaining walls and parapets up to all heights, depths and levels complete as per drawings and MORD technical specification clause 1204.3.8 (one thousand two hundred four point three point eight) , 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.
BHUPENDER SINGH THAKUR
M/s rachin chaudhary
Paramjeet Singh Pannu
deepanshu sharma
R B Contructions
suman kumar sharma
Hitender Krishan
Ravi kant Verma
Arun Sharma
GAURAV BANAL
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