Tender For Civil Works - Road Works -L022-Ghiwha P . W . D Road To Brahman Tola ( Vr11 )
Tender Value
4.33 Crore
Estimated cost
Bid Submission
02 Sep 2019
0 days left
EMD
8.67 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
TRIVENIGANJ → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Civil Works - Road Works -L022-Ghiwha P . W . D Road To Brahman Tola ( Vr11 )
BOQ
| Name of Work: Ghiwha P.W.D Road To Brahman Tola | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Reference & Working Benchmarks | 7.88 | Km | |
| 2 | 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 3.94 | Hect. | |
| 3 | 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. | 1679.06 | Cum | |
| 4 | 4 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100m as per Technical Specification Clause 301.5. | 2518.59 | Cum | |
| 5 | 5 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (1000 M Lead) | 6563.36 | Cum | |
| 6 | 6 | Box Cutting For Pavement Construction Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers 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 (1000 M Lead) Proposed P.C.C Road | 315.38 | Cum | |
| 7 | 7 | Granular Sub-base with Well Graded Material:- Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Local Sand), 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 capacity to achieve the desired density, complete as per Technical Specification Clause 401 | 4578.82 | Cum | |
| 8 | 8 | WBM Grading 3:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 2232.49 | Cum | |
| 9 | 9 | Prime Coat:- 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 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 | 23766.6 | Sqm | |
| 10 | 10 | Tack Coat :- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 23766.6 | Sqm | |
| 11 | 11 | Mix Seal Surfacing :- Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 | 23766.6 | Sqm | |
| 12 | 12 | Analysis of Panel Concrete Pavement :- Construction of Panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Caluse 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches to bridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCC Grade M-30 EachPanel (0.50X0.50) thickness 100 mm | 606 | Cum | |
| 13 | 13 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface | 1255 | Sqm | |
| 14 | 14 | 5th Kilometre Stone (precast) | 2 | Each | |
| 15 | 15 | Ordinary Kilometer Stone (Precast) | 7 | Each | |
| 16 | 16 | 200 m stone (precast) | 31 | Each | |
| 17 | 17 | Boundary Pillar Reinforced 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 | 78 | Each | |
| 18 | 18 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts) | 2.16 | Sqm | |
| 19 | 19 | English and Roman (for culverts) Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 | 264 | Per cm ht. per letter | |
| 20 | 20 | Providing 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 | 2 | Each | |
| 21 | 21 | Maintenance Board | 1 | Each | |
| 22 | 22 | Retro-reflectorised Traffic Signs :-600 mm equilateral triangle | 10 | Each | |
| 23 | 23 | 600 mm circular | 2 | Each | |
| 24 | 24 | 600 mm x 450 mm rectangular | 13 | Each | |
| 25 | 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 1000 m as per Technical Specification Clause 202. Cement Concrete | 1.5 | Each | |
| 26 | 26 | Reinforced Cement Concrete | 3 | Each | |
| 27 | 27 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cement mortar | 24.75 | Each | |
| 28 | 28 | 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 sides and bottom and backfilling in trenches with excavated suitable material. | 365.57 | Cum | |
| 29 | 29 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (I) PCC Grade M-10 | 30.44 | Sqm | |
| 30 | 30 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nPCC M-15 | 140.21 | Cum | |
| 31 | 31 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203.(PCC Grade M-15) | 17.52 | Cum | |
| 32 | 32 | Reinforced Cement Concrete in open foundation RCC M20 Nominal Mix | 61.81 | Cum | |
| 33 | 33 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204\n | 52.84 | Cum | |
| 34 | 34 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204\nRCC Grade M-20 | 41.25 | MT | |
| 35 | 35 | Providing & laying Reinforced Cement Concrete in superstructure\nRCC Grade M-25 | 32.95 | Cum | |
| 36 | 36 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 12.45 | Cum | |
| 37 | 37 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8\n(I) Granular Material | 40.68 | MT | |
| 38 | 38 | 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 | 52 | Cum | |
| 39 | 39 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry \n(B)1000MM Dia | 7.5 | MT | |
| 40 | 40 | Providing granular sub-base by providing well graded material in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203.\n | 3.66 | Cum | |
| 41 | 41 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9\n(i)Sand Filling | 7.9 | RM | |
| 42 | 42 | 1st Year Maintenance cost | 7.88 | Km | |
| 43 | 43 | 2nd Year Maintenance cost | 7.88 | Km | |
| 44 | 44 | 3rd Year Maintenance cost | 7.88 | Km | |
| 45 | 45 | 4th Year Maintenance cost | 7.88 | Km | |
| 46 | 46 | 5th Year Maintenance cost | 7.88 | Km |
AI Tender Summary
Tender Timeline
Aug 28, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 02, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 05, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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