Construction Of Submersible Bridge On Mdr-26 At Kukameta To Lashkar Road @ Rd3300, Tah Bhamragadh, Dist Gadchiroli, Phase Xiii, Lwe,Package No Mh 10 246
Tender Value
2.59 Crore
Estimated cost
Bid Submission
03 Feb 2020
0 days left
EMD
2.67 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bhamragad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction of Submersible bridge on MDR-26 At Kukameta To Lashkar road @ RD3300, Tah Bhamragadh, Dist Gadchiroli, Phase XIII, LWE,PACKAGE NO MH 10 246
BOQ
| Name of Work:Construction of Submerssible bridge on MDR-26 At Kukameta To Lashkar road @ RD3300, Tah Bhamragadh, Dist Gadchiroli, Phase XIII, LWE,PACKAGE NO MH 10 246 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 deletarious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling trenches with excavated suitable material. | BI01010001010000000000000515BI0100001113 | 1186.73 | cum. |
| 2 | 2 | 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 deletarious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling trenches with excavated suitable material. | BI01010001010000000000000515BI0100001114 | 318.88 | cum. |
| 3 | 3 | 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 deletarious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling trenches with excavated suitable material. | BI01010001010000000000000515BI0100001115 | 524.742 | cum. |
| 4 | 4 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. | BI01010001010000000000000515BI0100001116 | 204.652 | Cum |
| 5 | 5 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. | BI01010001010000000000000515BI0100001117 | 735.674 | Cum |
| 6 | 6 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. | BI01010001010000000000000515BI0100001118 | 715.08 | Cum |
| 7 | 7 | Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. | BI01010001010000000000000515BI0100001119 | 87.721 | Cum |
| 8 | 8 | Providing concrete for plain cement concrete M-25 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. | BI01010001010000000000000515BI0100001120 | 42.226 | Cum |
| 9 | 9 | Providing and laying R.C.C. M-30 in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204 | BI01010001010000000000000515BI0100001121 | 574.767 | Cum |
| 10 | 10 | Filling annular space around footing in rock as per Technical Specification Clause No.1203.4.3. | BI01010001010000000000000515BI0100001122 | 118.214 | Cum |
| 11 | 11 | Rubble filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 | BI01010001010000000000000515BI0100001123 | 104.832 | Cum |
| 12 | 12 | Providing and laying R.C.C. M-15 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 | BI01010001010000000000000515BI0100001124 | 61.465 | Cum |
| 13 | 13 | Supplying fitting, and placing TMT bar reinforcement in foundation complete as per drawing and technical spcifications Clauses 1000 & 1202 | BI01010001010000000000000515BI0100001125 | 16.82 | MT |
| 14 | 14 | Providing and laying P.C.C. M-25 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 | BI01010001010000000000000515BI0100001126 | 128.419 | Cum. |
| 15 | 15 | Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002, 1005, 1010 and 1202 | BI01010001010000000000000515BI0100001127 | 31.565 | MT |
| 16 | 16 | Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment , wing wall , return wall to the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | BI01010001010000000000000515BI0100001128 | 224.459 | Cum. |
| 17 | 17 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 | BI01010001010000000000000515BI0100001129 | 448.535 | Cum. |
| 18 | 18 | Providing weepholes in plain 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 Clauses 614, 709, 1204.3.7 | BI01010001010000000000000515BI0100001130 | 92 | Nos. |
| 19 | 19 | Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | BI01010001010000000000000515BI0100001131 | 397.868 | Cum. |
| 20 | 20 | Providing and laying cement concrete Wearing Course M-30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | BI01010001010000000000000515BI0100001132 | 37.125 | Cum. |
| 21 | 21 | Supplying fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002,1010 and 1202 | BI01010001010000000000000515BI0100001133 | 39.462 | MT |
| 22 | 22 | Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) at 2.5 m interval and three rows of 50 mm dia steel pipes ( light ) including fixing in position on bridge deck complete as per drawing and technical specification Clause 1208.2 | BI01010001010000000000000515BI0100001134 | 221.3 | Rmt. |
| 23 | 23 | Providing tar paper bearing of approved quality in proper size etc. complete. | BI01010001010000000000000515BI0100001135 | 53.22 | Sqm. |
| 24 | 24 | Expansion Joint with 25mm thick bituminous pad | BI01010001010000000000000515BI0100001136 | 71.866 | Sqm. |
| 25 | 25 | Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness, including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border. | BI01010001010000000000000515BI0100001137 | 1.08 | Sqm. |
| 26 | 26 | Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 | BI01010001010000000000000515BI0100001138 | 0.18 | Hector |
| 27 | 27 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.50m and lead upto 50m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001139 | 163.7 | Cum. |
| 28 | 28 | Construction of embankment with approved material deposited at site from raodway cutting and excavation from drain and foundation of other structures with all lead and Lift graded and compacted to 95% P.D. meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001140 | 528.87 | Cum. |
| 29 | 29 | Granular sub-base with Well Graded Material (Table 400.1) By mix in Place Method. 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 | BI01010001010000000000000515BI0100001141 | 308.2 | Cum |
| 30 | 30 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading-2 specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | BI01010001010000000000000515BI0100001142 | 106.09 | Cum |
| 31 | 31 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 Kg / sqm using mechanical means as per Technical Specification Clause 502 | BI01010001010000000000000515BI0100001143 | 1380 | Sqm. |
| 32 | 32 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 Kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 | BI01010001010000000000000515BI0100001144 | 1380 | Sqm. |
| 33 | 33 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of required grade of aggregate as per specification either using penetration grade bitumen or emulsion 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 capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 506 | BI01010001010000000000000515BI0100001145 | 1380 | Sqm. |
| 34 | 34 | Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 508 | BI01010001010000000000000515BI0100001146 | 1380 | Sqm. |
| 35 | 35 | Providing and laying filter material undermeath pitching in slopes complete as per drawing and Technical Specification Clause 1302 | BI01010001010000000000000515BI0100001147 | 106.06 | Cum |
| 36 | 36 | Providing and laying pitching on slopes laid over prepared filter media as per drawings and technical specifications Clause 1302 | BI01010001010000000000000515BI0100001148 | 212.13 | Cum |
| 37 | 37 | Providing random rubble masonry in cement morter 1:5 in construction of toe walls for protection of slopes as per drawings and technical specifications Clause 1302.5 | BI01010001010000000000000515BI0100001149 | 130 | Cum |
| 38 | 38 | Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. | BI01010001010000000000000515BI0100001150 | 230 | Nos. |
| 39 | 39 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | BI01010001010000000000000515BI0100001151 | 1 | Each |
| 40 | 40 | Providing and fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60 x 60 x 75 cm size . Information as provided in drawing of NRRDA shall be displayed on a CR/ GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing | BI01010001010000000000000515BI0100001152 | 1 | Each |
AI Tender Summary
Tender Timeline
Jan 27, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 03, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 05, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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