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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAdmitted-Finance HOUSE NO 625 WARD NO 7 P O SILAPATHAR P S SILAPATHAR DIST DHEMAJI ASSAM PIN 787059 | DHEMAJI | ASSAM | 787059 | ₹4.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.9 Cr+₹44.1 L (10.00%)Admitted-Finance HENGRABARI GUWAHATI | KAMRUP METRO | ASSAM | 781001 | ₹4.9 Cr+₹44.1 L (10.00%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Pallab Chetia L2 | PRADIP RATHI L1 |
|---|---|---|---|---|---|
| 1.00 | Scarifing the existing bituminous surface to a depth of 150 mm by Mechanical means and disposal of scarified materials with lead upto 3.0 and lead upto 1000m as per Technical Specification Clause 301.4. | 8,926.31 | sqm | 7.12 ₹63,555.33 | 6.47 ₹57,753.23 Lowest |
| 2.00 | Maintenance of Earthen Shoulder ( filling with fresh soil) ( Making up loss material/irregularities on shoulder ( Average 150mm filling) to the design level by adding fresh approved soil and compacting it with appropriate equipment) | 39,314 | Sqm | 82.14 ₹32,29,251.96 | 74.67 ₹29,35,576.38 Lowest |
| 3.00 | Granular Sub-base with coarse graded materials (Table : 400-2) : Construction of Granular Sub-base by providing coarse Graded Materials, spreading in uniform LAYER 1s with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired complete as per cl. 401 (with an initial lead of 5.0 Km) ii) For Grading II Material | 1,887.83 | cum | 2,464.1 ₹46,51,801.9 | 2,240.09 ₹42,28,909.1 Lowest |
| 4.00 | 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 wheeled 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. WBM Gr-II | 484.54 | cum | 5,638.03 ₹27,31,851.06 | 5,125.48 ₹24,83,500.08 Lowest |
| 5.00 | 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 wheeled 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. WBM Gr-III | 1,781.2 | cum | 5,475.77 ₹97,53,441.52 | 4,977.97 ₹88,66,760.16 Lowest |
| 6.00 | Medium porosity:- Providing and applying primer coat with Bitumen Emulsion (CSS-1) on prepared surface of Granular Base / WBM / WMM including clearing of road surface and spraying primer at the rate of 0.9-1.20 Kg/Sqm using mechanical means as per Technical Specification Clause 502. | 29,171.56 | sqm | 38.34 ₹11,18,437.61 | 34.85 ₹10,16,628.87 Lowest |
| 7.00 | Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.25 to 0.30 Kg Per sq.m.on the prepared bituminous / granular surface cleaned with mechanical broom as per Technical Specification Clause 503. | 75,500 | sqm | 38.34 ₹28,94,670 | 34.85 ₹26,31,175 Lowest |
| 8.00 | Providing laying and rolling of open-graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates using penetration grade bitumen 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 80-100 kN static roller caqpacity, finished to required level and grades to be followed by seal coat either Type A or Type B or Type C as per Technical Specification Clause Case-I By Manual Means (I) Bitumen (S-90) | 75,500 | sqm | 187.46 ₹1,41,53,230 | 170.42 ₹1,28,66,710 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, Type B and Type C as per Technical Specification Clause Case I Type -A (11.2 mm to 2.36mm) (i)Bitumen (S-90) | 75,500 | sqm | 83.55 ₹63,08,025 | 75.95 ₹57,34,225 Lowest |
| 10.00 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 3 | each | 10,403.95 ₹31,211.85 | 9,458.15 ₹28,374.45 Lowest |
Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
21 Oct 2020, 2:00 pmClosed
C.E. PWD (Roads), Assam, Chandmari
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwahati, 781003
Jonai/SOPD-G/2018-19/01 Improvement/Construction of i)Akajan Likabali Road to Gandhi Path, ii) Masjidpatty to Amritpur Road , iii)Gelua to Borselek Road , iv) Kenduguri to Betonipam and v)NH-52 Deorighat via Bormuria Tongani
2020_PWD_18856_1
CE/DEV/TB/169/2020-21/6
Open Tender
Civil Works
Item Rate
270 days
Jonai
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer, ASRB
₹8.8 L
Yes
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwaha
18 Nov 2020
3 Oct 2020
21 Oct 2020
3 Oct 2020
21 Oct 2020
8 Oct 2020
3 Oct 2020 - 21 Oct 2020
5 Oct 2020
Amount
Scarifing the existing bituminous surface to a depth of 150 mm by Mechanical means and disposal of scarified materials with lead upto 3.0 and lead upto 1000m as per Technical Specification Clause 301.4.
Maintenance of Earthen Shoulder ( filling with fresh soil) ( Making up loss material/irregularities on shoulder ( Average 150mm filling) to the design level by adding fresh approved soil and compacting it with appropriate equipment)
Granular Sub-base with coarse graded materials (Table : 400-2) : Construction of Granular Sub-base by providing coarse Graded Materials, spreading in uniform LAYER 1s with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired complete as per cl. 401 (with an initial lead of 5.0 Km) ii) For Grading II Material
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 wheeled 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. WBM Gr-II
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 wheeled 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. WBM Gr-III
Medium porosity:- Providing and applying primer coat with Bitumen Emulsion (CSS-1) on prepared surface of Granular Base / WBM / WMM including clearing of road surface and spraying primer at the rate of 0.9-1.20 Kg/Sqm using mechanical means as per Technical Specification Clause 502.
Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.25 to 0.30 Kg Per sq.m.on the prepared bituminous / granular surface cleaned with mechanical broom as per Technical Specification Clause 503.
Providing laying and rolling of open-graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates using penetration grade bitumen 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 80-100 kN static roller caqpacity, finished to required level and grades to be followed by seal coat either Type A or Type B or Type C as per Technical Specification Clause 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, Type B and Type C as per Technical Specification Clause Case I Type -A (11.2 mm to 2.36mm) (i)Bitumen (S-90)
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
(iv) Providing and fixing of Retro-reflctorised cautionary , mandatory and informatory sign as per IRC:67 made of encapsulated lense type reflection......... As per drawing and technical specification clause 801.800 mm x 600 mm reactangular
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I Ordinary soil,A Manual Means,(I) Without dewatering,(i)upto 3 m depth
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-15
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-15
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-20
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, C RCC Grade M-20
Supplying, fitting and placing TMT bar reinforcement in open foundation complete as per drawing and technical specifications clause 1000 and 1202
Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-15
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications clauses 1002,1005,1010 &1202.
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser, E RCC Grade M-20, a) Height upto 5 m,Case-I
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Cl. 800 and 1206.3,B. Natural gravel
Providing and Laying Curtain wall complete as per drawing and Technical specification clause 1304, B) Cement Concrete,PCC Grade M-20
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall.
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Clause 1204.3.8 II. Sandy material
Providing weep holes in brick/stone masonry abutment and return wall complete
Providing drainage spouts complete as per drawing and technical specification clauses 1209
Pallab Chetia
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