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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹2.7 L (2.21%)Admitted-Finance | ₹1.2 Cr+₹2.7 L (2.21%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹3.8 L (3.09%)Admitted-Finance | ₹1.3 Cr+₹3.8 L (3.09%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | zzzzzzz L1 | M/S MALIK AND SONS L2 | MIRZ INFRASTRUCTURE BUILDERS L3 |
|---|---|---|---|---|---|---|
| 1.00Pavement: | ||||||
| 2.00 | Granular Sub-Base / base / surface course with local material (table 400.13) by mix in place method normal construction of granular sub-base by providing local materials spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at once and compacting with three wheel static 80-100 KN roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408. (Using naturally occuring gravel)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 .) | 180 | Cum | - | - | - |
| 3.00 | WBM Grading 3 : P/L, spreading & compacting stone aggregates of specific sizes to water bound macadam specification incld. spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100kN static roller in stages to proper grade and camber, applying & brooming with crushable, stone screening, binding materials to fill up the interstices of coarse agg., watering and compacting to the required density grade 3 as per technical specification clause 405.manual means.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) | 534.38 | Cum | - | - | - |
| 4.00 | Tack Coat: Providing and Laying tack coat with Bitumen amulsion(RS-1) using amulsion distributor @ 0.25 to 0.30 Kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification clause 503.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 .) . | 36,337.5 | Sqm | - | - | - |
| 5.00 | 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 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 80-100KN 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) | 36,337.5 | Sqm | - | - | - |
| 6.00 | 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 as per Technical Specification Clause 510.specification 1995) by Manual. means using bitumen (VG-10) .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 .) . | 36,337.5 | Sqm | - | - | - |
| 7.00 | 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 as per Technical Specification Clause 303.1. | 3,420 | Cum | - | - | - |
| 8.00PCC Drain/Deep drain | ||||||
| 9.00 | 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 sides and bottom and backfilling in trenches with excavated suitable material in all type of soil upto 3m depth. )including all leads, lifts,etc (Finished work to be measured, complete) | 540 | cum | - | - | - |
| 10.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6))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 .) | 67.5 | cum | - | - | - |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
28 Aug 2020, 4:00 pmClosed
Executive Engineer PMGSY Division Ganderbal
Ganderbal
Restoration /Improvement of Road from Kangan To Naranag Via Wangath by way of P/L GSB,WBM Grade-3rd ,20mm thick OGPC Including Tack and Seal coat and Construction of PCC Drain and Crate apron Bund et (length to be restored 9.50Kms)
2020_KSRRD_97950_1
ENIT NO 14/EE/PMGSY Ganderbal/e-tendering of 20-21
Open Tender
CIVIL
Item Rate
365 days
Ganderbal
Please refer Tender documents.
18 documents required · 18 mandatory
₹8,000
Executive Engineer PMGSY Division Ganderbal
₹2.8 L
Officeof the Executive Engineer PMGSYDiv Ganderbal
7 Sept 2020
18 Aug 2020
29 Aug 2020
19 Aug 2020
28 Aug 2020
21 Aug 2020
20 Aug 2020
Amount
Pavement:
Granular Sub-Base / base / surface course with local material (table 400.13) by mix in place method normal construction of granular sub-base by providing local materials spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at once and compacting with three wheel static 80-100 KN roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408. (Using naturally occuring gravel)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 .)
WBM Grading 3 : P/L, spreading & compacting stone aggregates of specific sizes to water bound macadam specification incld. spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100kN static roller in stages to proper grade and camber, applying & brooming with crushable, stone screening, binding materials to fill up the interstices of coarse agg., watering and compacting to the required density grade 3 as per technical specification clause 405.manual means.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 Laying tack coat with Bitumen amulsion(RS-1) using amulsion distributor @ 0.25 to 0.30 Kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification clause 503.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 .) .
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 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 80-100KN 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)
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 as per Technical Specification Clause 510.specification 1995) by Manual. means using bitumen (VG-10) .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 .) .
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 as per Technical Specification Clause 303.1.
PCC Drain/Deep 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 sides and bottom and backfilling in trenches with excavated suitable material in all type of soil upto 3m depth. )including all leads, lifts,etc (Finished work to be measured, complete)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6))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 .)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 { P.C.C grade M 15 Nominal mix (1:2.5:5)})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 .)
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [ P.C.C. grade M 20, Nominal mix (1:2:4)] )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 .)
Crate Appron Bund
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 sides and bottom and backfilling in trenches with excavated suitable material in ordnary soil with lead upto 3m.)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 .)
Providing and laying of boulder apron laid in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 ,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 .)
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material),)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 .)
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 MALIK AND SONS
MIRZ INFRASTRUCTURE BUILDERS
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