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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAdmitted-Finance | ₹3.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 Cr+₹3,659 (0.01%)Admitted-Finance HOUSE NO 3 TIRNAGA PATH HENGERABARI KALIMANDIR GUWAHATI 36 | KAMRUP | ASSAM | 781030 | ₹3.4 Cr+₹3,659 (0.01%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Sanjib Deka L2 | RAJIB CHOUHAN L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification (i) By Manual Means | 4.14 | hect | 13,161.34 ₹54,487.95 Lowest | 13,161.34 ₹54,487.95 Lowest |
| 2.00 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 26,061.9 | sqm | 7.35 ₹1,91,554.97 Lowest | 7.35 ₹1,91,554.97 Lowest |
| 3.00 | Construction of Sub-grade and Earthen shoulder with approved materials obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 with a lead upto 1000m as per technical specification clause 303.1 | 1,231.71 | cum | 323.52 ₹3,98,482.82 Lowest | 323.52 ₹3,98,482.82 Lowest |
| 4.00 | WBM Grading 2 Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with roller 80-100kN in stages to proper grade and camber, applying and brooming, crushable screening to fill up inter -stices of coarse aggregate, watering and compacting to the required density Grading 2 as per technical specification clause 405 (A) By Manual Means | 684.14 | cum | 5,093.06 ₹34,84,366.07 Lowest | 5,093.06 ₹34,84,366.07 Lowest |
| 5.00 | 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 roller 80-100kN in stages to proper grade and camber, applying and brooming, crushable screening to fill up inter -stices of coarse aggregate, watering and compacting to the required density Grading 3 as per technical specification clause 405 (A) By Manual Means | 1,954.69 | cum | 5,216 ₹1,01,95,663.04 Lowest | 5,216 ₹1,01,95,663.04 Lowest |
| 6.00 | Prime Coat (i) Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prep-ared surface of granular base including cleaning of road surface and spra-ying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502 | 26,062.5 | Sqm | 31.53 ₹8,21,750.63 Lowest | 31.53 ₹8,21,750.63 Lowest |
| 7.00 | Tack Coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25kg per sqm on prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503 | 26,062.5 | Sqm | 9.72 ₹2,53,327.5 Lowest | 9.72 ₹2,53,327.5 Lowest |
| 8.00 | Providing laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregats using penetration grade bitumen to required line, grade and level to serve as wearing course on previously prepared base, including mixing in a suitable plan, laying and rolling, finished to required level and grades followed by seal coat as per technical specification
Case - I By manual Means (i) Bitumen (S- 90 ) | 26,062.5 | Sqm | 249.66 ₹65,06,763.75 Lowest | 249.66 ₹65,06,763.75 Lowest |
| 9.00 | 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 A, B and C as per technical specification clause 510 | 26,062.5 | Sqm | 97.61 ₹25,43,960.63 Lowest | 97.61 ₹25,43,960.63 Lowest |
| 10.00 | Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification | 4,380 | Rm | 65.77 ₹2,88,072.6 | 65 ₹2,84,700 Lowest |
Tender Value
₹3.4 Cr
EMD Value
₹6.9 L
Closing Date
4 Jun 2020, 2:00 pmClosed
The Chief Engineer, PWD (Roads), Assam
O/o The Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati - 3
Re-Construction of Road from Amih to Makoiram road under SOPD-G for the year 2019-20, Baithalangso LAC
2020_PWD_17526_3
CE/DEV/TB/504/2019-20/17
Open Tender
Civil Works
Item Rate
365 days
Baithalangso
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
Chief Engineer, PWD (Roads), Assam
₹6.9 L
Yes
O/o The Chief Engineer, PWD (Roads), Assam
27 Oct 2020
15 May 2020
5 Jun 2020
15 May 2020
4 Jun 2020
21 May 2020
21 May 2020
Amount
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification (i) By Manual Means
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
Construction of Sub-grade and Earthen shoulder with approved materials obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 with a lead upto 1000m as per technical specification clause 303.1
WBM Grading 2 Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with roller 80-100kN in stages to proper grade and camber, applying and brooming, crushable screening to fill up inter -stices of coarse aggregate, watering and compacting to the required density Grading 2 as per technical specification clause 405 (A) By Manual Means
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 roller 80-100kN in stages to proper grade and camber, applying and brooming, crushable screening to fill up inter -stices of coarse aggregate, watering and compacting to the required density Grading 3 as per technical specification clause 405 (A) By Manual Means
Prime Coat (i) Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prep-ared surface of granular base including cleaning of road surface and spra-ying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502
Tack Coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25kg per sqm on prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503
Providing laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregats using penetration grade bitumen to required line, grade and level to serve as wearing course on previously prepared base, including mixing in a suitable plan, laying and rolling, finished to required level and grades followed by seal coat as per technical specification Case - I By manual Means (i) Bitumen (S- 90 )
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 A, B and C as per technical specification clause 510
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification
Pucca Drain Construction of stone maonary drains as specified and directed by the Department
Retaing wall Construction of stone masonary wall as specified and directed by the Department
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-15 grade)
Bedding of pipe (A) Type A (Concrete Cradle) Bedding i Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 A In 1:4 cement mortar
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. 1000 mm dia
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
Providing and erecting direction and place identification of semi reflective sign boards made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with required message, letters, figures as per specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ii) 60cm equilateral triangle
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 iii) 60cm Circular
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 vi) 60cm square
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 i) 5th km stone (precast)
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 1704 ii) Ordinary km stone (precast)
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 1705 iii) 200M Stone (precast)
Sanjib Deka
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