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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.8 LAccepted-Finance | ₹41.8 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹42.1 L+₹31,764.77 (0.76%)Rejected-Finance | ₹42.1 L+₹31,764.77 (0.76%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹42.9 L+₹1.1 L (2.63%)Rejected-Finance | ₹42.9 L+₹1.1 L (2.63%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹43.9 L+₹2.1 L (5.12%)Rejected-Finance GRAM KANGRI POST SHYAMUR DISTRICT HARIDWAR UTTARAKHAND | ₹43.9 L+₹2.1 L (5.12%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹44.7 L+₹2.9 L (6.94%)Rejected-Finance | ₹44.7 L+₹2.9 L (6.94%) | L5 | Rejected-Finance Rejected |
Tender Value
₹45.0 L
EMD Value
₹90,000
Closing Date
10 Jul 2024, 6:00 pmClosed
EE PMGSY ID 2 NEW TEHRI
EE PMGSY ID 2 VIKAS BHAWAN NEW TEHRI
Reconstruction of damaged work at Raipur kumalda kaddukhal MR KM 15 to Ragargaon MR
2024_URRDA_73120_1
NIT943
Open Tender
Civil Works
Item Rate
90 days
New Tehri
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
EE PMGSY ID 2 NEW TEHRI
₹90,000
20 Jul 2024
5 Jul 2024
12 Jul 2024
5 Jul 2024
10 Jul 2024
5 Jul 2024
Amount
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specification (As per new Rates)
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge and as per MORD specification clause No. 1200
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG
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. By Manual Means
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specificsizes 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.By Manual Means
Prime coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Tack Coat 5-2-1 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. By Manual Means Bitumen (VG-10)
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Type B Bitumen (VG-10)
ATHARV ENTERPRISES
PREETAM SINGH
VIRENDRA SINGH RANA
NARENDRA CHAND RAMOLA
Jitendra Kumar
MS SUBHASH SINGH
M/s R. R. Construction
M/s Sanjay Singh
M/s PULMA DEVI
MS DPS TILES
Budhi Singh
SOBAT SINGH RAWAT
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