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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.2 Cr+₹5.0 L (1.58%)Admitted-Finance | ₹3.2 Cr+₹5.0 L (1.58%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S ZAMAN CONSTRUCTIONS L2 | M/S ABDUL HAMID KUCHAY L1 |
|---|---|---|---|---|---|
| 1.00PART A: PAVEMENT | |||||
| 2.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using Naturally Occuring gravels) incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) . | 6,169.88 | Cum | 980 ₹60,46,482.4 | 895 ₹55,22,042.6 Lowest |
| 3.00 | 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/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) incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) | 1,402.25 | Cum | 1,889 ₹26,48,850.25 | 1,800 ₹25,24,050 Lowest |
| 4.00 | Prime Coat: Providing and applying primer coat with low preriosity bitumen emulsion (VG-10) 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. (Low Porosity) incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) . | 18,696.6 | SQM | 61 ₹11,40,492.6 | 55 ₹10,28,313 Lowest |
| 5.00 | Bituminous Macadam : Providing and laying bituminous macadam(50mm thick) with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder,VG-10 @3.5% minimum transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) . | 934.83 | Cum | 6,200 ₹57,95,946 Lowest | 6,428 ₹60,09,087.24 |
| 6.00 | 20mm thick OGPC: Providing, laying and rolling of open- graded premix carpet of 20mm thickness composed of 13.20 mm to 5.60mm size aggregates either using penetration grade bitumen or 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 80-100KN static roller capacity finished to required level and grade to be followed by the seal coat of either type-A,Type-B or Type-C as per technical specification clause 508. by Mech. means using bitumen. (S-90)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) . | 18,696.6 | Sqm | 220 ₹41,13,252 Lowest | 226.7 ₹42,38,519.22 |
| 7.00 | Tack Coat: Providing and applying Tack coat with low preriosity bitumen emulsion (VG-10) 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. (Low Porosity) incl. , loading unloading and octori.(Finished work to be measured, complete .) . | 18,696.6 | Sqm | 40 ₹7,47,864 Lowest | 42 ₹7,85,257.2 |
| 8.00 | 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 B bitumen (s-90)as per Technical Specification Clause 510 & 510.2 (By Mechanical Means)90)including loading unloading and octori.(Finished work to be measured, complete .) . | 18,696.6 | Sqm | 65 ₹12,15,279 | 62.5 ₹11,68,537.5 Lowest |
| 9.00 | Earthen Shoulders /Khak Bajri:- Construction of subgrade and earthen shoulders with material got obtained from cutting along the site with all lifts and leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per technical specifications clause 303.1. | 5,950 | Cum | 620 ₹36,89,000 | 590 ₹35,10,500 Lowest |
| 10.00PART B: PCC DRAIN | |||||
Tender Value
Refer Docs
EMD Value
₹6.5 L
Closing Date
27 Nov 2020, 4:30 pmClosed
Superintending Engineer PMGSY Circle Srinagar
Engineering Complex, Block-C, Rajbagh, Srinagar
Construction and maintenance of Road from NHW to Gitchkhud, Stage-II, Length 5.6 Kms, Carriageway 3.00 m, Phase-XII, Package No.JK13-144 (Tender Call VII)
2020_KSRRD_102092_1
JK13144
Open Tender
CIVIL
Item Rate
365 days
Ganderbal
Please refer Tender documents.
18 documents required · 18 mandatory
₹10,000
Accounts Officer PMGSY Kashmir
₹6.5 L
Srinagar
3 Dec 2020
17 Nov 2020
28 Nov 2020
17 Nov 2020
27 Nov 2020
18 Nov 2020
19 Nov 2020
Amount
PART A: PAVEMENT
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using Naturally Occuring gravels) incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
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/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) incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
Prime Coat: Providing and applying primer coat with low preriosity bitumen emulsion (VG-10) 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. (Low Porosity) incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
Bituminous Macadam : Providing and laying bituminous macadam(50mm thick) with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder,VG-10 @3.5% minimum transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
20mm thick OGPC: Providing, laying and rolling of open- graded premix carpet of 20mm thickness composed of 13.20 mm to 5.60mm size aggregates either using penetration grade bitumen or 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 80-100KN static roller capacity finished to required level and grade to be followed by the seal coat of either type-A,Type-B or Type-C as per technical specification clause 508. by Mech. means using bitumen. (S-90)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
Tack Coat: Providing and applying Tack coat with low preriosity bitumen emulsion (VG-10) 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. (Low Porosity) incl. , loading unloading and octori.(Finished work to be measured, complete .) .
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 B bitumen (s-90)as per Technical Specification Clause 510 & 510.2 (By Mechanical Means)90)including loading unloading and octori.(Finished work to be measured, complete .) .
Earthen Shoulders /Khak Bajri:- Construction of subgrade and earthen shoulders with material got obtained from cutting along the site with all lifts and leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per technical specifications clause 303.1.
PART B: PCC DRAIN
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and backfilling in trenches with excavated suitable material. (with a lift of 3 Mtrs)
Providing concrete for plain concrete in open foundations complete as per drawings and Technical Specifications clause 802, 803, 1202, & 1203 in PCC Grade M-10 Nominal Mix (1:3:6) including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
Providing conc. for plain cement concrete in open foundation complete as per drawings and technical specification clauses 802, 803, 1202, and 1203 P.C.C. Grade M-15 (1:2.5:5) Nominal mix.including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
Plain cement concrete in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203 PCC M20 (flooring) incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete .) .
Maintenance cost of 1st year
Maintenance cost of 2nd year
Maintenance cost of 3rd year
Maintenance cost of 4th year
Maintenance cost of 5th year
The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.
M/S ZAMAN CONSTRUCTIONS
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