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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.1 CrAccepted-AOC | ₹1.1 Cr Quoted ₹94.6 L | L-1 | Accepted-AOC AOC |
| 2 | L-2₹1.0 Cr+₹9.5 L (10.1%)Rejected-Finance K BLOCK 202 AAROGYAM RESIDENTS WALFARE ASSOCIATION OPP CRYSTAL WORLD N H 58 P O PATANJALI YOGPEETH HARIDWAR | ₹1.0 Cr+₹9.5 L (10.1%) | L-2 | Rejected-Finance PRICE QUOTED HIGH |
| 3 | L-3₹1.1 Cr+₹13.9 L (14.7%)Rejected-Finance | ₹1.1 Cr+₹13.9 L (14.7%) | L-3 | Rejected-Finance PRICE QUOTED HIGH |
| 4 | L-4₹1.1 Cr+₹15.8 L (16.7%)Rejected-Finance | ₹1.1 Cr+₹15.8 L (16.7%) | L-4 | Rejected-Finance PRICE QUOTED HIGH |
| 5 | Rejected-Technical DISTRICT MAGISTRATE HARIDWAR UTTARAKHAND | HARIDWAR | UTTARAKHAND | 247656 | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
Tender Value
₹1.1 Cr
EMD Value
₹2.6 L
Closing Date
30 Sept 2022, 5:00 pmClosed
SE IRRIGATION WORKS (REHAB) CIRCLE RISHIKESH
OFFICE OF SUPERINTENDING ENGINEER IRRIGATION WORKS (REHAB) CIRCLE RISHIKESH
Scheme for development of plots at Prateetnagar (Raiwala) Rishikesh district Dehradun (Ch. 0.830 Km to 1.330 Km)
2022_IRDCE_49404_1
02/SE/2022-23 DATED 14-09-2022
Open Tender
Civil Works
Item Rate
120 days
RAIWALA
AS PER STANDARD BIDDING DOCUMENT
3 documents required · 3 mandatory
₹4,720
EE INFRASTRUCTURE (REHAB) DIVISION NEW TEHRI
₹2.6 L
IRRIGATION WORKS (REHAB) CIRCLE RISHIKESH
13 Mar 2023
15 Sept 2022
3 Oct 2022
15 Sept 2022
30 Sept 2022
16 Sept 2022
20 Sept 2022
Amount
Excavation in all kinds of soil in foundation
Providing and laying in position cement concrete 1:3:6 of specified grade excluding the cost of centering and shuttering - All work up to plinth level
R.R. Stone masonry in 1:6 c.m.
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls,etc.
40mm thick with 20mm nominal size stone aggregate cement concrete flooring 1:2:4 finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Construction of embankment with approved material obtained from borrow pits (including cost of compensation for earth taken from private land) with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.
WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
SUSHEEL CONSTRUCTION
M/S VIKRAM SINGH
Narendra singh rawat
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