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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrSame as L1Admitted-Finance | ₹1.4 CrSame as L1 | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹0.37 (<0.01%)Admitted-Finance | ₹1.4 Cr+₹0.37 (<0.01%) | L3 | Admitted-Finance |
| 4 | L4₹1.6 Cr+₹16.0 L (11.1%)Admitted-Finance BAKOLA JAMUGURIGHAT DISTRICT SONITPUR ASSAM 784128 | 784128 | ₹1.6 Cr+₹16.0 L (11.1%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S PARIMAL SAIKIA L1 | Bhrigujit Choudhury L2 | Md Immamuddin L3 | Md. Saduddin Ahmed L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Removing all types of Hume pipes and stacking within a lead of 1000 m including earthwork and Dismanting of Masonry works as per Technical Specification Clause 202. © Above 900 mm dia Hume pipe. | 45 | Rm | - | - | - | - |
| 2.00 | Construction of embankment wirh approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land | 1,275.26 | Cum | - | - | - | - |
| 3.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreafing grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000 m as per Technical Specification Clause 303.1 (I) Private Land | 195.75 | Cum | - | - | - | - |
| 4.00 | 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 three wheel 80-100 KN static roller to achieve the desired density, complete as per technical specification clause 401 (ii) For grading-II materials. | 28.15 | Cum | - | - | - | - |
| 5.00 | Water Bound Macadam, Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in unigorm thickness, hand packing rolling with three wheel 80-100 KN static roller 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 as per Techincal Specification Clause 405 (A) manual means.
2. Using crushable screeing such as moorum gravel for Gr.-II | 14.05 | Cum | - | - | - | - |
| 6.00 | Water Bound Macadam, Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in unigorm thickness, hand packing rolling with three wheel 80-100 KN static roller 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 as per Techincal Specification Clause 405 (A) manual means.
2. Using crushable screeing such as moorum gravel for Gr.-III | 773.42 | Cum | - | - | - | - |
| 7.00 | Providing and applying Primer Coat with bitumen emulsion (CSS-1) on prepared surface Base including cleaning of road surface and spraying primer at the rate of 0.70 -1.0 Kg/sqm using mechanical means as per Technical Specification Clause 502. | 10,312.5 | Sqm | - | - | - | - |
| 8.00 | Providing and applying Tack Coat with bitumen emulsion (CRS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous/granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 22,687.5 | Sqm | - | - | - | - |
| 9.00 | Semi-Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect.
(A) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification)
(I) With 60/70 of VG-30 grade bitumen.
For Grading II (10 mm nominal size) | 567.19 | Cum | - | - | - | - |
| 10.00 | Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss materail/irregularities on shoulders to the design level by adding fresh pproved selecled soil and compecting it with appropriate equipment at OMC upto a lead of 1000m as per technical specification Clause 1903 | 12,857 | Sqm | - | - | - | - |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
21 Jan 2020, 2:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
CE/Maint/5th ASFC/Sonitpur-01 Repair and Maintenance of road Forest Gate to Togibil Road from Ch. 6000.00 m to Ch. 17000.00 m in stretches including replacement of damaged H P Culvert by 3 m x 3 m x 3 m RCC Triple Cell Box Culvert (PMGSY Ph-III)
2020_PWD_15846_5
CE/Maint/5thASFC/298/2018/7
Open Tender
Civil Works
Item Rate
180 days
Sonitpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,800
Empowered Officer, ASRB
₹3.2 L
Yes
11 Feb 2020
10 Jan 2020
22 Jan 2020
11 Jan 2020
21 Jan 2020
11 Jan 2020
11 Jan 2020 - 21 Jan 2020
Amount
Removing all types of Hume pipes and stacking within a lead of 1000 m including earthwork and Dismanting of Masonry works as per Technical Specification Clause 202. © Above 900 mm dia Hume pipe.
Construction of embankment wirh approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreafing grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000 m as per Technical Specification Clause 303.1 (I) Private Land
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 three wheel 80-100 KN static roller to achieve the desired density, complete as per technical specification clause 401 (ii) For grading-II materials.
Water Bound Macadam, Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in unigorm thickness, hand packing rolling with three wheel 80-100 KN static roller 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 as per Techincal Specification Clause 405 (A) manual means. 2. Using crushable screeing such as moorum gravel for Gr.-II
Water Bound Macadam, Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in unigorm thickness, hand packing rolling with three wheel 80-100 KN static roller 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 as per Techincal Specification Clause 405 (A) manual means. 2. Using crushable screeing such as moorum gravel for Gr.-III
Providing and applying Primer Coat with bitumen emulsion (CSS-1) on prepared surface Base including cleaning of road surface and spraying primer at the rate of 0.70 -1.0 Kg/sqm using mechanical means as per Technical Specification Clause 502.
Providing and applying Tack Coat with bitumen emulsion (CRS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous/granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
Semi-Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. (A) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (I) With 60/70 of VG-30 grade bitumen. For Grading II (10 mm nominal size)
Reinforcement cement concrete M15 grade kilometer stone /local stoneof standing design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1703 (ii) Ordinary Kilometer Stone (Precast)
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 65mm 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 47 mmx47mmx12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing Clause 1701.2.2 800x600mm Rectangular
600x600mm triangular
Construction of 2m x 2m Five Cell RCC Box Culvert Earth work in excavation of foundation of structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and backfilling with in tranches with excavated suitable material
Type B (First class) Bedding: Laying (First Class) bedding on well compacted sand, moorum as per Clause 1102 (ii)
Providing concrete for Plain/reinforced concrete in open foundation complete as per drawing and Techincal Specification Clause 802, 803, 1202 & 1203 (A) With Crushed Stone. (i) PCC Grade M-10, Nominal Mix
(III) PCC Grade M20, Nominal Mix (1:2:4)
(v) RCC Grade M25
Plain/reinforced concrete in sub structure complete as per drawing and Technical specification clause 802,804,805,806,807,1202 &1204 (A) With crushed stone (iv) RCC Grade M25 (i) For height upto 5 m
Providing and laying reinforced cement concrete in super structure as per drawing and Technical specification Clause 800,1205.4 and 1205.5 (A) With crushed stone (II) RCC Grade M25 (a) height upto 5.00 mtr.
Supplying fitting and placing TMT (Fe-500 D) reinforcement bar. (From Primary Producer TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specification Clauses 1002, 1010 and 1202
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clause 800 and 1206.3 (a) With crushed stone
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 centre-to centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800,900 and 1208.3
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V):20 (H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.0 no fragment weighing less than 25 kg laid dry complete as per drawing and technical specification Clause 1301
Routine Maintenacne of this Road for frst year
Bhrigujit Choudhury
Md Immamuddin
Md. Saduddin Ahmed
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