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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical 4.7 |
| Sl No | Description | Qty | Unit | DESIRE CONSTRUCTIONS L1 |
|---|---|---|---|---|
| 1.00Details | ||||
| 2.00 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. | 1.9 | Ha | 41,935.06 ₹79,676.61 Lowest |
| 3.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2.S.O.R Item no 3.14(A) | 4,312.5 | M3 | 122.32 ₹5,27,505 Lowest |
| 4.00 | Providing, laying, spreading and compacting of WBM Grading II (Size 63mm to 45mm) 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 | 560.34 | M3 | 2,240.73 ₹12,55,570.65 Lowest |
| 5.00 | Providing, laying, spreading and compacting of stone aggregates WBM Grading III (Size 53mm to 22.4mm) stone greegate 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 by manual means | 633.33 | M3 | 2,264.9 ₹14,34,429.12 Lowest |
| 6.00 | 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 | 8,444.43 | M2 | 45.2 ₹3,81,688.24 Lowest |
| 7.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 18,937.5 | M2 | 15.24 ₹2,88,607.5 Lowest |
| 8.00 | Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects) for GradingII(10 mm nominal size) | 652.51 | M3 | 9,615.09 ₹62,73,942.38 Lowest |
| 9.00 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (b) Ordinary KM Stone (Precast) | 6 | Each | 1,427.89 ₹8,567.34 Lowest |
| 10.00 | (c) 200M Stone (Precast) | 19 | Each | 413.22 ₹7,851.18 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
28 Feb 2022, 5:00 pmClosed
CHIEF ENGINEER, JSRRDA
3rd Floor FFP Building Dhurwa, Ranchi Jharkhand 834004
Repair and Maintenance of PMGSY Roads
2022_CEJHR_116098_26
e-Tender No.- 09 /2021 Repair of Roads (2ndCall)
Open Tender
Civil Works - Roads
Item Rate
213 days
SIMDEGA
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
Online Only
₹2.5 L
14 Jul 2022
19 Feb 2022
2 Mar 2022
19 Feb 2022
28 Feb 2022
19 Feb 2022
Amount
Details
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2.S.O.R Item no 3.14(A)
Providing, laying, spreading and compacting of WBM Grading II (Size 63mm to 45mm) 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
Providing, laying, spreading and compacting of stone aggregates WBM Grading III (Size 53mm to 22.4mm) stone greegate 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 by manual means
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
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects) for GradingII(10 mm nominal size)
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (b) Ordinary KM Stone (Precast)
(c) 200M Stone (Precast)
(d) Hectometer Stone (Precast)
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Labour Cess @ 1%
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