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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance VILL BAREGAON PO SORBHOG PS SORBHOG BARPETA PIN 781317 | BARPETA | ASSAM | 781317 | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹3.1 L (1.40%)Admitted-Finance | ₹2.3 Cr+₹3.1 L (1.40%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Jyotish Das L1 | Anil Kumar Das L2 |
|---|---|---|---|---|---|
| 1.00 | Item No. 2.2 :- Clearing and Grubbing of road land including uprooting vegetation grass,bush,shrubs, saplings and trees if girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned. Upto a lead of 1000mm including removal and diposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means:(A) to Area of Non- thorny Jungle. | 2.08 | HECT | 50,000 ₹1,04,000 Lowest | 50,000 ₹1,04,000 Lowest |
| 2.00 | Item No. 3.4 :- Construction of Embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead up to 1000m as per Technical Specification Clause 301.5(i) Private Land | 10,308.89 | CUM | 260 ₹26,80,311.4 Lowest | 260 ₹26,80,311.4 Lowest |
| 3.00 | Item No. 3.14 :- Construction of Sub* grade and earthen shoulders with approved materials obtained from borrow pits with a lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with a lead up to 1000m as per Technical Specification Clause 303.1(i) Private Land | 7,284.15 | CUM | 300 ₹21,85,245 Lowest | 300 ₹21,85,245 Lowest |
| 4.00 | Item No. 4.1 (A) :- Construction of granular Sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, Complete as per Technical Specification Clause 401.(i) For Grading II Material | 1,255.45 | CUM | 2,900 ₹36,40,793.4 Lowest | 2,900 ₹36,40,793.4 Lowest |
| 5.00 | Item No. 4.7/3 :- Providing laying ,spreading and compacting stone aggregrates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-90 KN in static roller in stage to proper grade and camber, applying and brooming, stoning screening/ binding materials to fillup the interstices of coarse aggregate watering and compacting to the required density grading – lll as per Technical Specification Clause 405.(A) By Manual Means. | 753.19 | CUM | 3,634.17 ₹27,37,220.5 Lowest | 3,634.17 ₹27,37,220.5 Lowest |
| 6.00 | Item No. 6.7/(A)(i) :- Providing the laying interlocking concrete block pavement (M-40) having thickness 80mm as per Technical Specification Clause 1504 complete including carriage. (inclusive of Edge restraint and carriage). (Rate is Exclusive of 12% GST, 1% LWC & 0.5% Swatch Bharat)a) including Edge Block / Edge restraints. | 10,042.5 | CUM | 1,050 ₹1,05,44,625 Lowest | 1,050 ₹1,05,44,625 Lowest |
| 7.00 | Item No. 10.2 :- Traffic Signs
Retro-reflectorised Traffic signs.
Providing and fixing of Retro-reflectorised cautionary mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel iron post 75mm x 75mm x 6mm firmly to the ground by means of properly designed foundation with MS 15 grade cement concrete 450mm x 450mm x 600mm, 600mm below level as per Technical Specification Clause 801.
iii) 60cm circular | 4 | EACH | 6,000 ₹24,000 Lowest | 6,000 ₹24,000 Lowest |
| 8.00 | iv) 80cm x 60cm rectangular | 2 | EACH | 6,759.4 ₹13,518.8 Lowest | 6,759.4 ₹13,518.8 Lowest |
| 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.
A. Manual means(without dewatering )
(i) upto 3.00m depth | 130.1 | CUM | 150 ₹19,514.7 Lowest | 150 ₹19,514.7 Lowest |
| 10.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( PCC Grade M10 ) I) Nominal Mix | 9.07 | CUM | 4,837 ₹43,881.26 Lowest | 4,837 ₹43,881.26 Lowest |
Tender Value
₹2.3 Cr
EMD Value
₹4.5 L
Closing Date
28 Oct 2020, 12:00 pmClosed
E.E. PWD, S AND J T R Division
E.E. PWD, S AND J T R Division
Construction of Road from Sorbhog Kalgachia Bhattadev Path to Roha Ujan Para Bura Thakur Mandir under SOPD for the year 2020-21.
2020_PWD_19051_1
SOPD-G/2019-20/S AND J/EE/50
Open Tender
Civil Works
Item Rate
180 days
S AND J TRD
Please refer Tender documents.
6 documents required · 6 mandatory
₹7,000
Yes
Assam State Road Board A/C No. 10566991479
₹4.5 L
Yes
29 Oct 2020
21 Oct 2020
28 Oct 2020
21 Oct 2020
28 Oct 2020
21 Oct 2020
21 Oct 2020 - 28 Oct 2020
Amount
Item No. 2.2 :- Clearing and Grubbing of road land including uprooting vegetation grass,bush,shrubs, saplings and trees if girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned. Upto a lead of 1000mm including removal and diposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means:(A) to Area of Non- thorny Jungle.
Item No. 3.4 :- Construction of Embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead up to 1000m as per Technical Specification Clause 301.5(i) Private Land
Item No. 3.14 :- Construction of Sub* grade and earthen shoulders with approved materials obtained from borrow pits with a lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with a lead up to 1000m as per Technical Specification Clause 303.1(i) Private Land
Item No. 4.1 (A) :- Construction of granular Sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, Complete as per Technical Specification Clause 401.(i) For Grading II Material
Item No. 4.7/3 :- Providing laying ,spreading and compacting stone aggregrates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-90 KN in static roller in stage to proper grade and camber, applying and brooming, stoning screening/ binding materials to fillup the interstices of coarse aggregate watering and compacting to the required density grading – lll as per Technical Specification Clause 405.(A) By Manual Means.
Item No. 6.7/(A)(i) :- Providing the laying interlocking concrete block pavement (M-40) having thickness 80mm as per Technical Specification Clause 1504 complete including carriage. (inclusive of Edge restraint and carriage). (Rate is Exclusive of 12% GST, 1% LWC & 0.5% Swatch Bharat)a) including Edge Block / Edge restraints.
Item No. 10.2 :- Traffic Signs Retro-reflectorised Traffic signs. Providing and fixing of Retro-reflectorised cautionary mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel iron post 75mm x 75mm x 6mm firmly to the ground by means of properly designed foundation with MS 15 grade cement concrete 450mm x 450mm x 600mm, 600mm below level as per Technical Specification Clause 801. iii) 60cm circular
iv) 80cm x 60cm rectangular
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. A. Manual means(without dewatering ) (i) upto 3.00m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( PCC Grade M10 ) I) Nominal Mix
Bedding of pipe Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Type B ( First class ) Beding
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( PCC Grade M10 ) I) Nominal Mix
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
Anil Kumar Das
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