Improvement Upgradation Maintenance Of Hedri ( Sh 381 ) To Bande Road ( Vr 91 Odr 62 ) Road In Etapalli Tahsil Of Dist Gadchiroli ( 3Rd Call )
Tender Value
4.24 Crore
Estimated cost
Bid Submission
06 Nov 2020
0 days left
EMD
2.22 Lakhs
Bank guarantee accepted
Document Fee
2240
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ETAPALLI → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Upgradation Maintenance Of Hedri ( Sh 381 ) To Bande Road ( Vr 91 Odr 62 ) Road In Etapalli Tahsil Of Dist Gadchiroli ( 3Rd Call )
BOQ
| Name of Work: IMPROVEMENT/ UPGRADATION & MAINTENANCE OF HEDRI (SH-381) TO BANDE ROAD (VR-91 & ODR-62) ROAD IN ETAPALLI TAHSIL OF DIST. GADCHIROLI | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 0 | L | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.1 | Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 | BI01010001010000000000000515BI0100001113 | 32310 | One Square Meter |
| 3 | 2.1 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.\ni) Girth above 300 mm to 600 mm | BI01010001010000000000000515BI0100001114 | 27 | One Number |
| 4 | 2.2 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.\nii) Girth above 600 mm to 900 mm | BI01010001010000000000000515BI0100001115 | 22 | One Number |
| 5 | 3 | Removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per Technical Specification Clause 202. | BI01010001010000000000000515BI0100001116 | 20 | One Number |
| 6 | 4 | Excavation for roadway in soil using mechanical means including cutting & pushing the earth to site of embankment up to a distance of 100 m including triming bottom & side slope in accordance with requirement of lines, grades & cross sections | BI01010001010000000000000515BI0100001117 | 9600.52 | One Cubic Meter |
| 7 | 5 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001118 | 9600.52 | One Cubic Meter |
| 8 | 6 | Construction of embankment with 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 | BI01010001010000000000000515BI0100001119 | 2129.26 | One Cubic Meter |
| 9 | 7 | 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 vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | BI01010001010000000000000515BI0100001120 | 3506.28 | One Cubic Meter |
| 10 | 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam 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. | BI01010001010000000000000515BI0100001121 | 1801.96 | One Cubic Meter |
| 11 | 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 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 3 as per Technical Specification Clause 405. | BI01010001010000000000000515BI0100001122 | 1794.08 | One Cubic Meter |
| 12 | 10 | Construction of Earthen Shoulders as per Technical Specification Clause 407 | BI01010001010000000000000515BI0100001123 | 2088.76 | One Cubic Meter |
| 13 | 11 | 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 0.90 - 1.20 kg/sqm using mechanical means as per Technical Specification Clause 502. | BI01010001010000000000000515BI0100001124 | 22915.9 | One Square Meter |
| 14 | 12 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001125 | 22915.9 | One Square Meter |
| 15 | 13 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates 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 of either Type A as per Technical Specification Clause 508. | BI01010001010000000000000515BI0100001126 | 22915.9 | One Square Meter |
| 16 | 14 | Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B , as per Technical Specification Clause 510 | BI01010001010000000000000515BI0100001127 | 22915.9 | One Square Meter |
| 17 | 15 | Providing and constructing CC M-15 TBM stone of size 0.30 x 0.30 x 0.75 m including excavation, CC M10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete | BI01010001010000000000000515BI0100001128 | 27 | One Number |
| 18 | 16 | Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. | BI01010001010000000000000515BI0100001129 | 5 | One Number |
| 19 | 17 | Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. | BI01010001010000000000000515BI0100001130 | 21 | One Number |
| 20 | 18 | Reinforced cement concrete M-15 grade 5th KM Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. | BI01010001010000000000000515BI0100001131 | 1 | One Number |
| 21 | 19 | 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. | BI01010001010000000000000515BI0100001132 | 214 | One Number |
| 22 | 20 | 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 . | BI01010001010000000000000515BI0100001133 | 2 | One Number |
| 23 | 21.1 | 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 \ni) Village Name Board | BI01010001010000000000000515BI0100001134 | 6 | One Number |
| 24 | 21.2 | 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 \nii) 600 mm equilatral and triangle | BI01010001010000000000000515BI0100001135 | 18 | One Number |
| 25 | 22 | 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. | BI01010001010000000000000515BI0100001136 | 3 | One Number |
| 26 | 23 | Construction of Rounded Hump type Speed Breaker as per IRC:99(1988) for general traffic as per specification, including painting, fixing cautionary boards etc. complete and as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001137 | 2 | One Number |
| 27 | 24 | Providing and constructing CC M-20 Continous Kerb stone of size 1.00 x 0.15 x 0.30 m including excavation, CC M10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete | BI01010001010000000000000515BI0100001138 | 137.778 | One Running Meter |
| 28 | 25 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202 | BI01010001010000000000000515BI0100001139 | 110.88 | One Cubic Meter |
| 29 | 26 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 | BI01010001010000000000000515BI0100001140 | 112.5 | One Running Meter |
| 30 | 27 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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. | BI01010001010000000000000515BI0100001141 | 920.342 | One Cubic Meter |
| 31 | 28 | Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. | BI01010001010000000000000515BI0100001142 | 33.91 | One Cubic Meter |
| 32 | 29 | Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 | BI01010001010000000000000515BI0100001143 | 211.21 | One Cubic Meter |
| 33 | 30 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and 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. | BI01010001010000000000000515BI0100001144 | 82.5 | One Running Meter |
| 34 | 31 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. | BI01010001010000000000000515BI0100001145 | 89.6 | One Running Meter |
| 35 | 32 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | BI01010001010000000000000515BI0100001146 | 150.1 | One Cubic Meter |
| 36 | 33 | Providing concrete for plain cement concrete M-15 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. | BI01010001010000000000000515BI0100001147 | 33.75 | One Cubic Meter |
| 37 | 34 | 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 deleterious material and disposal upto a lead of 50 m, dressing of side | BI01010001010000000000000515BI0100001148 | 216.543 | One Cubic Meter |
| 38 | 35.1 | 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.\nFor abutment | BI01010001010000000000000515BI0100001149 | 211.53 | One Cubic Meter |
| 39 | 35.2 | 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.\nFor Pier | BI01010001010000000000000515BI0100001150 | 157.266 | One Cubic Meter |
| 40 | 35.3 | 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.\nFor Return | BI01010001010000000000000515BI0100001151 | 161.186 | One Cubic Meter |
| 41 | 36 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3. (M15 grade) | BI01010001010000000000000515BI0100001152 | 132.653 | One Cubic Meter |
| 42 | 37 | Providing concrete M20 grade for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | BI01010001010000000000000515BI0100001153 | 102.058 | One Cubic Meter |
| 43 | 38 | Plain/reinforced cement concrete M20 grade in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | BI01010001010000000000000515BI0100001154 | 301.219 | One Cubic Meter |
| 44 | 39 | Plain/reinforced cement concrete M20 grade in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | BI01010001010000000000000515BI0100001155 | 29.979 | One Cubic Meter |
| 45 | 40 | Providing and laying reinforced cement concrete M25 grade in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | BI01010001010000000000000515BI0100001156 | 73.402 | One Cubic Meter |
| 46 | 41 | Providing Tar paper bearing of approved quality in proper size etc. complete | BI01010001010000000000000515BI0100001157 | 24.75 | One Square Meter |
| 47 | 42 | Providing Expansion joints with 25 mm thick bitumenous pad as per detailed drawings. | BI01010001010000000000000515BI0100001158 | 18.81 | One Square Meter |
| 48 | 43 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | BI01010001010000000000000515BI0100001159 | 20.59 | One Cubic Meter |
| 49 | 44.1 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202\nFor Sub Structure | BI01010001010000000000000515BI0100001160 | 3.224 | One Metric Tonne |
| 50 | 44.2 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202\nFor Super structure | BI01010001010000000000000515BI0100001161 | 8.335 | One Metric Tonne |
| 51 | 45 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) 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 an | BI01010001010000000000000515BI0100001162 | 91.52 | One Running Meter |
| 52 | 46 | Providing and laying filter media with granular crushed aggregates as per specification 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 | BI01010001010000000000000515BI0100001163 | 73.408 | One Cubic Meter |
| 53 | 47 | Fillling Sand in foundation trenches as per drawing and technical specification Clause 305.3.9 | BI01010001010000000000000515BI0100001164 | 116.626 | One Cubic Meter |
| 54 | 48 | PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing & technical specifications clause 800 and 1211 | BI01010001010000000000000515BI0100001165 | 11.52 | One Cubic Meter |
| 55 | 49 | Reinforced cement concrete M25 grade approach slab including reinforcement @50kg/cum and formwork complete as per drawing & technical specifications clause 800 and 1211 | BI01010001010000000000000515BI0100001166 | 23.04 | One Cubic Meter |
| 56 | 50 | 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 | BI01010001010000000000000515BI0100001167 | 104 | One Number |
| 57 | 51 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001168 | 1400 | One Cubic Meter |
| 58 | 52 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | BI01010001010000000000000515BI0100001169 | 41.1134 | One Cubic Meter |
| 59 | 53 | Providing & laying filter material underneeth pitching in slopes complete as per drawings and technical specifications Clause 1302 | BI01010001010000000000000515BI0100001170 | 101.291 | One Cubic Meter |
| 60 | 54 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 | BI01010001010000000000000515BI0100001171 | 202.59 | One Cubic Meter |
| 61 | 55 | Providing and laying concrete pipes of I.S.NP. class of 225mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.\n\n | BI01010001010000000000000515BI0100001172 | 45.76 | One Running Meter |
AI Tender Summary
Tender Timeline
Oct 26, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 06, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 09, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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