Costruction Of Road From T 05 To Jaitia Under P.M.G.S.Y.
Tender Value
68.91 Lakhs
Estimated cost
Bid Submission
11 Nov 2019
0 days left
EMD
1.37 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
TEKARI → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Costruction of Road from T 05 To Jaitia Under P.M.G.S.Y.
BOQ
| Name of Work: Costruction of Road from T 05 To Jaitia Under P.M.G.S.Y. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Removing all types of Hume Pipe & stacking within a lead of 1000 m including Earth work & dismantling of masonary work as per technical specification clause 202. | 6.3 | M | |
| 2 | 2 | Removal of Telephone / Electric Pole with wires including excavation & dismantling of foundation concrete & lines under the supervision of concerned department, disposal with all lifts & upto a lead of 1000 m & stacking the sevicealble & unsevicealble material separately as per technical specification clause 202. | 16 | No | |
| 3 | 3 | Construction of Subgrade & earthen shoulders. Construction of Subgrade & earthen shoulders with approved materials obtained from borrow pits with all leads & lifts, transporting to site, spreading, grading to required slope & compacting to meet requirement of Table 300.2 with lead upto 1000 m as per technical Specification Clause 303.1 | |||
| 4 | 4 | (a) With lead upto 100 m with dozer | 1848.53 | Cum. | |
| 5 | 5 | (a) With lead upto 1000 m | 462.13 | Cum. | |
| 6 | 6 | Granular sub-base with well graded material-400.1 Construction of granular sub-base by providing well graded material,spreding 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.G.S.B. Grading-II (By mix in place method) | 90 | Cum. | |
| 7 | 7 | Water Bound Macadam with Crushable Screening Providing laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreding 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 intrestices of coarse aggregate, water and compacting to the required density Grading -2 as per Technical Specification Clause 405. (By Manual Means) | 500.63 | Cum. | |
| 8 | 8 | Extra for widening | 22.42 | Cum. | |
| 9 | 9 | Water Bound Macadam with Crushable Screening Providing laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreding 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 intrestices of coarse aggregate, water and compacting to the required density Grading -3 as per Technical Specification Clause 405. (By Manual Means) | 500.63 | Cum. | |
| 10 | 10 | Extra for widening | 22.42 | Cum. | |
| 11 | 11 | Prime Coat (I) Low porosity Providing and applying primer coat with bitumen emulsion (S.S.1) onprepared surface of granular base including cleaning of road surface ans spraying primer at the rate of 0.70 - 1.0 kg/sqm. using mechanical means as per technical specification clause 502. | 6675 | Sqm | |
| 12 | 12 | Extra for widening | 298.88 | Sqm | |
| 13 | 13 | Tack Coat -Providing and applying tack coat with bitumen emulsion (RS-1) using Emulsion distributor at the rate of 0.25 to 3.0kg.per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503 | 6675 | Sqm | |
| 14 | 14 | Extra for widening | 298.88 | Sqm | |
| 15 | 16 | Providing laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm 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 or Type B or Type C as per Technical Specification Clause 508. | 6675 | Sqm | |
| 16 | 17 | Extra for widening | 298.88 | Sqm | |
| 17 | 18 | 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 510 with Bitumen S-90 | 6675 | Sqm | |
| 18 | 19 | Extra for widening | 298.88 | Sqm | |
| 19 | 20 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | |||
| 20 | 21 | (ii) Ordinary Kilometer Stone (Precast) | 2 | No | |
| 21 | 22 | (iii) 200 m stone (Precast) | 7 | No | |
| 22 | 23 | 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 & gray colour on back with red reflective border of 65 mm width & required letters & figures with reflective type engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade & colour supported & welded on 47 mm 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 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing clause 1701.2.2 of MoRD. | |||
| 23 | 24 | 900 mm equilateral & triangle | 3 | No | |
| 24 | 25 | 600 mm Circular | 12 | No | |
| 25 | 26 | Providing and fixing of typical PMGSY information sign board with Logo as per MORD specification and drawing. Three MS plates of 1.6mm thick top and middle plate 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 of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettring 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 | 2 | No | |
| 26 | 27 | Earth work in execavation for foundation of structures up to 3 M 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. | 174.66 | Cum. | |
| 27 | 28 | Providing concrete for plain/reinforced concrete in levelling coarse complete as per drawings and technical specifrications clause 802, 803, 1202 & 1203 (P.C.C. grade m-10 Nominal mix 1:3:6) | 78.84 | Cum. | |
| 28 | 30 | Providing and laying reinforced cement concrete pipe NP3 culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and massonary works in head walls and parapets clause 1106. | |||
| 29 | 31 | 1000 mm dia | 20 | M | |
| 30 | 32 | Providing and laying pitching on slopes laid over prepared filter medial as per drawing and technical specifications Clause 1302. | 18.14 | Cum. | |
| 31 | 33 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification Clause 1302. | 3.3 | Cum. | |
| 32 | 34 | Total of Part - A | |||
| 33 | 35 | Maintenance of Road - Part B | |||
| 34 | 36 | Maintenance of Road for 1 st Year | 1 | Year | |
| 35 | 37 | Maintenance of Road for 2 nd Year | 1 | Year | |
| 36 | 38 | Maintenance of Road for 3 rd Year | 1 | Year | |
| 37 | 39 | Maintenance of Road for 4 th Year | 1 | Year | |
| 38 | 40 | Maintenance of Road for 5th Year | 1 | Year |
AI Tender Summary
Tender Timeline
Nov 05, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 11, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 13, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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