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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹15.0 LAccepted-Finance VILL SAL PUKHAR P O BATRAN TEHSIL NADAUN DISTT HAMIRPUR H P | CHAMBA | HIMACHAL PRADESH | 176207 | l1 | Accepted-Finance l1 | |
| 2 | l2₹30.7 L+₹15.7 L (104.9%)Accepted-Finance | l2 | Accepted-Finance l2 | |
| 3 | Rejected-Technical HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175047 | - | Rejected-Technical Rejected |
Tender Value
₹16.4 L
EMD Value
₹32,200
Closing Date
29 May 2020, 10:30 amClosed
EE Hamirpur
Executive Engineer HPPWD Division Hamirpur
L-034 under Performance Based Maintenance Contract PBMC for the Rural Roads year 2020-21 Major Head 3054 R B NP Demand No. 10
2020_PWD_37289_1
Kudhiar Masiana Road Km.0/0 to 12/0
Open Tender
Civil Works - Roads
Item Rate
365 days
Hamirpur
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
EE Hamirpur
₹32,200
8 Aug 2020
20 May 2020
29 May 2020
20 May 2020
29 May 2020
20 May 2020
Amount
Period-1 Ruffing, depression and corrugation Repair by clearing and removal of loose material providing tack coat with bitumen Emulsion and filling with grading premix using Cationic Emulsion(special technical specification B2.3.3) in Layer not exceeding 50mm ( fifty millimetre) to 0 (zero) average depth of 50mm (fifty millimetre) as per MORD technical specification 501.3 as per the direction of Engineer-in-charge, including entire carriage of materials, within all leads, lifts other incidentals.
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm (twenty millimetre) thick pre-mix carpet and seal coat type B specification Clause 1904.2,503 and 508.1. as per the direction of Engineer-in-charge, including entire carriage of materials, within all leads, lifts other incidentals.
Removal of land slide in hilly area in all kinds of soils /ordinary rock not requiring blasting by mechanical means including cutting and trimming of slops and disposal of cut material as per technical specification 302.3.5 and 1611 and as per the direction of Engineer-in-charge, including entire carriage of materials, within all leads, lifts other incidentals.
Construction of unlined surface drain of average cross-sectional area 0.20 sqm (zero point two zero square metre) in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. {0.30 m x 0.60 m (zero point three zero metre into zero point six zero metre} average dimension) as per the direction of Engineer-in-charge, including entire carriage of materials, within all leads, lifts other incidentals.
Period-II Single Lump Sum price, for Routine maintenance of Roads in Period-II as defined in Clause 4.1 of Section 5
BRAHAM DASS SHARMA
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