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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹16.1 L (11.0%)Admitted-Finance | ₹1.6 Cr+₹16.1 L (11.0%) | L2 | Admitted-Finance |
| 3 | L3₹1.7 Cr+₹21.5 L (14.6%)Admitted-Finance | ₹1.7 Cr+₹21.5 L (14.6%) | L3 | Admitted-Finance |
| 4 | L4₹1.8 Cr+₹32.7 L (22.2%)Admitted-Finance | ₹1.8 Cr+₹32.7 L (22.2%) | L4 | Admitted-Finance |
| 5 | L5₹1.9 Cr+₹39.2 L (26.6%)Admitted-Finance R O JUGWAL MAJALTA HOUSING COLONY UDHAMPUR | ₹1.9 Cr+₹39.2 L (26.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | TRB INFRATECH PVT. LTD. L6 | M/s Sujan Singh L2 | Satish singh L5 | MOHINDER PAL SINGH L4 | MOHINDER SINGH CHARAK L3 | M/S HARI SHAM GOVT CONTRACTOR L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation for wdg. Of road in all kinds of soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 mtrs (average lead 50 mtrs) including trimming bottom and side slopes in accordance with requirements of lines, grades and cross section complete in all respect as per clause no 301 of MORT&H apecifications-2013. | 852.5 | Cum | 151 ₹1,28,727.5 | 100 ₹85,250 | 100 ₹85,250 | 5 ₹4,262.5 Lowest | 200 ₹1,70,500 | 100 ₹85,250 |
| 2.00 | Filling river bed material (RBM) including digging, carriage by lorry, placing, watering, ramming, dressing in layers with a power road rollers (8-10 tonne) not exceeding 20 cm thick layer, including all carriages and taxes. | 4,727.5 | Cum | 537 ₹25,38,667.5 | 375 ₹17,72,812.5 | 180 ₹8,50,950 Lowest | 199 ₹9,40,772.5 | 400 ₹18,91,000 | 200 ₹9,45,500 |
| 3.00 | Providing and laying 180 mm thick granular sub-base consisting of filter layer and drainage layer conforming to table 400.1 grading-III and VI of MORT&H fifth addition, mixing in an mechanical mix plant of OMC, carriage of mix material to the site of work, spreading in uniform layer with mortar grader on prepared surface and compacting with vibratory power to achieve desire density complete as per drawing and clause no. 401 of MORT&H specifications-2013 (under interlocking block also) Note: - Only stone metal material should be used for filling the voids. No local earth/tibba sand shall be used. | 1,046.25 | Cum | 937 ₹9,80,336.25 | 50 ₹52,312.5 Lowest | 800 ₹8,37,000 | 600 ₹6,27,750 | 700 ₹7,32,375 | 100 ₹1,04,625 |
| 4.00 | Providing and laying dry lean cement concrete sub –base M-10 over prepared sub-grade with coarse aggregate not exceeding 25 mm size, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete from batching plant transported to site , laid with a paver with electronic sensor, compacting with8/10 tonne vibratory rollers, finishing and curing as per clause no. 601 of MORT&H specifications 2013 complete in all respect. | 1,162.5 | Cum | 4,300 ₹49,98,750 | 2,000 ₹23,25,000 Lowest | 2,500 ₹29,06,250 | 2,900 ₹33,71,250 | 2,500 ₹29,06,250 | 2,000 ₹23,25,000 Lowest |
| 5.00 | Construction of un-rainforest, dowel jointed, plain cement concrete pavement 320 mm thick (P.Q.C. grade M-40) over prepared sub-base with 43 grade cement @400 kg/cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mixed design, transported to site, laid with a fix form of slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint fillers, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tile rod and mixtures as approved, curing compound, finishing to lines and grades as per drawings and clause no 602 of MORT&H specification-2013 complete in all respect. | 1,860 | Cum | 8,600 ₹1,59,96,000 | 6,500 ₹1,20,90,000 | 7,500 ₹1,39,50,000 | 7,009 ₹1,30,36,740 | 6,000 ₹1,11,60,000 Lowest | 6,050 ₹1,12,53,000 |
| 9.00Note: All items are inclusive of carriages. | |||||||||
Tender Value
₹2.0 Cr
Closing Date
14 Sept 2021, 6:00 pmClosed
ER. AGINDER BAKSHI
O/o EXECUTIVE ENGINEER, CIVIL DIVISION, BARI BARAHMANA
Construction of 40 feet wide road by way of earthwork in cutting / filling, providing and laying granular sub-base, dry lean cement concrete sub-base and P.Q.C (M40) with paver finish at Industrial Estate, Rakh- Amb- Tali, District Samba, Phase-III
2021_SIDCO_136106_3
E- NIT No 10 of 2021-22 Dt 13.08.2021
Open Tender
Civil Works
Item Rate
60 days
SAMBA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
EXECUTIVE ENGINEER, CONSTRUCTION DIVISION
Yes
21 Sept 2021
24 Aug 2021
16 Sept 2021
24 Aug 2021
14 Sept 2021
24 Aug 2021
Amount
Earthwork in excavation for wdg. Of road in all kinds of soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 mtrs (average lead 50 mtrs) including trimming bottom and side slopes in accordance with requirements of lines, grades and cross section complete in all respect as per clause no 301 of MORT&H apecifications-2013.
Filling river bed material (RBM) including digging, carriage by lorry, placing, watering, ramming, dressing in layers with a power road rollers (8-10 tonne) not exceeding 20 cm thick layer, including all carriages and taxes.
Providing and laying 180 mm thick granular sub-base consisting of filter layer and drainage layer conforming to table 400.1 grading-III and VI of MORT&H fifth addition, mixing in an mechanical mix plant of OMC, carriage of mix material to the site of work, spreading in uniform layer with mortar grader on prepared surface and compacting with vibratory power to achieve desire density complete as per drawing and clause no. 401 of MORT&H specifications-2013 (under interlocking block also) Note: - Only stone metal material should be used for filling the voids. No local earth/tibba sand shall be used.
Providing and laying dry lean cement concrete sub –base M-10 over prepared sub-grade with coarse aggregate not exceeding 25 mm size, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete from batching plant transported to site , laid with a paver with electronic sensor, compacting with8/10 tonne vibratory rollers, finishing and curing as per clause no. 601 of MORT&H specifications 2013 complete in all respect.
Construction of un-rainforest, dowel jointed, plain cement concrete pavement 320 mm thick (P.Q.C. grade M-40) over prepared sub-base with 43 grade cement @400 kg/cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mixed design, transported to site, laid with a fix form of slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint fillers, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tile rod and mixtures as approved, curing compound, finishing to lines and grades as per drawings and clause no 602 of MORT&H specification-2013 complete in all respect.
Note: All items are inclusive of carriages.
M/s Sujan Singh
MOHINDER SINGH CHARAK
MOHINDER PAL SINGH
Satish singh
TRB INFRATECH PVT. LTD.
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