Construction Of Submersible Bridge On Rajaram To Marnil Road. @ Ch. 3600 In Taluka - Aheri District :- Gadchiroli. Package No Mh 10212
Tender Value
67.89 Lakhs
Estimated cost
Bid Submission
03 Feb 2020
0 days left
EMD
71000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Aheri → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Submersible Bridge on Rajaram to Marnil Road. @ Ch. 3600 in Taluka - Aheri District :- Gadchiroli. PACKAGE NO MH 10212
BOQ
| Name of Work: Construction Of Submerssible Bridge on Rajaram to Marnil Road. @ Ch. 3600 in Taluka - Aheri District :- Gadchiroli. PACKAGE NO MH 10212 | |||||
|---|---|---|---|---|---|
| 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. (A) Upto 3.00m depth | BI01010001010000000000000515BI0100001113 | 1115.94 | 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 3.00m to 6.00m depth | BI01010001010000000000000515BI0100001114 | 33.159 | Cum |
| 3 | 3 | 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. (A) For Raft with Cutoff walls | BI01010001010000000000000515BI0100001115 | 202.79 | Sqm |
| 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. (B) For Returns | BI01010001010000000000000515BI0100001116 | 247.11 | Sqm |
| 5 | 5 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 \nI. P.C.C. grade M 10\n(i) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001117 | 30.72 | Cum |
| 6 | 6 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 \nII. P.C.C. grade M 15\n(i) Nominal mix 1:2.5:5 | BI01010001010000000000000515BI0100001118 | 21.275 | Cum |
| 7 | 7 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 \nII. R.C.C. grade M 20\n | BI01010001010000000000000515BI0100001119 | 100.23 | Cum |
| 8 | 8 | Providing concrete for reinforced cement concrete M-25 in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 \n\n | BI01010001010000000000000515BI0100001120 | 84.691 | Cum |
| 9 | 9 | Plain/reinforced cemnt concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204\nI. P.C.C. grade M 20\n | BI01010001010000000000000515BI0100001121 | 98.613 | Cum |
| 10 | 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 \nI. R.C.C. grade M20\n | BI01010001010000000000000515BI0100001122 | 10.088 | Cum |
| 11 | 11 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 \nI. R.C.C. grade M 25\n | BI01010001010000000000000515BI0100001123 | 41.303 | Cum |
| 12 | 12 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 \nIII. R.C.C. gradde 25 | BI01010001010000000000000515BI0100001124 | 83.47 | Cum |
| 13 | 13 | Providing and laying cement concrete wearing course M 30 grade including Reinforcement @ 75 kg / Cum complete as per drawing and technical specification clauses 800 and 1206.3 | BI01010001010000000000000515BI0100001125 | 9.9 | Cum |
| 14 | 14 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) 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 specifications Clause 1208.2 | BI01010001010000000000000515BI0100001126 | 67.56 | Rmt |
| 15 | 15 | Supplying, fitting and placing TMT bar reiforcement in foundation complete as per drawings and technical specification Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001127 | 8.597 | MT |
| 16 | 16 | Supplying, fitting and placing TMT bar reiforcement in Substructure complete as per drawings and technical specification Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001128 | 4.224 | MT |
| 17 | 17 | Supplying, fitting and placing TMT bar reiforcement in Superstructure complete as per drawings and technical specification Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001129 | 6.214 | MT |
| 18 | 18 | Providing Expansion joints with 25 mm thick bituminious pad as per detailed drawings | BI01010001010000000000000515BI0100001130 | 14.48 | Sqm |
| 19 | 19 | Providing Tar paper bearing of approved quality proper size etc complete. | BI01010001010000000000000515BI0100001131 | 49.3 | Sqm |
| 20 | 20 | Providing pressure relief pipes 100mm dia. in bottom slab of box cell on a filter media base of 500mm x 500mm as per drawing and technical specification Clauses 1205.5.7 | BI01010001010000000000000515BI0100001132 | 15 | Each |
| 21 | 21 | 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 Clauses 614, 709, 1204.3.7 | BI01010001010000000000000515BI0100001133 | 48 | Each |
| 22 | 22 | Providing Rubble filling of trap / granite / quartzite / gneiss stones in foundation including hand packing filling gravel / sand in voids etc complete. | BI01010001010000000000000515BI0100001134 | 9.113 | Cum |
| 23 | 23 | Sand Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 | BI01010001010000000000000515BI0100001135 | 152.45 | Cum |
| 24 | 24 | Providing and laying filter media with granular crushed aggregates as per specification to a thichness of not less than 600mm with smaller size towords the soil and bigger size towords 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 | BI01010001010000000000000515BI0100001136 | 20.16 | Cum |
| 25 | 25 | Providing 90 cm thick flexible mat as per standard drawing including supplying all materials at work site spreading and compaction complete. | BI01010001010000000000000515BI0100001137 | 39.2 | Cum |
| 26 | 26 | Providing and laying boulder appron for bed protection with stone boulders of minimum size and weight as per table 1300.1 no fragment weighing less than 25kg. laid dry complete as per drawing and Technical Specification Clause 1301 | BI01010001010000000000000515BI0100001138 | 124.61 | Cum |
| 27 | 27 | Backfilling behind abutment, wing wall, and return wall complete as per drawing and Technical Specification Clause 1204.3.8 | BI01010001010000000000000515BI0100001139 | 72.24 | Cum |
| 28 | 28 | Providing and fixing Marble tablet of size and description as per detailed drawing including moulded marble / 1 : 2 cement mortar border | BI01010001010000000000000515BI0100001140 | 0.54 | Sqm |
| 29 | 29 | Providing and Laying filter material undernith pitching in slopes complete as per drawing and Technical specification clause 1302 | BI01010001010000000000000515BI0100001141 | 3.6 | Cum |
| 30 | 30 | Providing and Laying stone pitching on slopes laid over prepared filter media as per drawing and Technical specification clause 1302 | BI01010001010000000000000515BI0100001142 | 7.2 | Cum |
| 31 | 31 | Providing randam ruble masonary in cement morter 1:5 in construction of toe walls for protection of slopes as per drawing and Technical specification clause 1302.5 | BI01010001010000000000000515BI0100001143 | 5.4 | Cum |
| 32 | 32 | Boundary PillarReinforced cement concrete M15 grade boundary pillars/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 | BI01010001010000000000000515BI0100001144 | 10 | Each |
| 33 | 33 | Providing and Fixing 'Logo' of PMGSY ProjectProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm 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 75 mm 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 | BI01010001010000000000000515BI0100001145 | 1 | Each |
| 34 | 34 | Citizen Information BoardProviding and fixing a typical PMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a 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 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. PMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) | BI01010001010000000000000515BI0100001146 | 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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