Tender For Civil Work - L030-L031 To Kataiya ( Vr30 )
Tender Value
1.07 Crore
Estimated cost
Bid Submission
24 Feb 2021
0 days left
EMD
2.15 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
Benipatti → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
TENDER FOR CIVIL WORK - L030-L031 To Kataiya ( Vr30 )
BOQ
| Name of Work: ROAD NAME- L030-L031 TO KATAIYA DIVISION-BENIPATTI,BLOCK-BENIPATTI | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (A) PREPRATORY WORK & SITE CLEARANCE | |||
| 2 | 2 | Construction of Reference & Working Benchmarks= 1 Nos & 4 Nos Respectively | 1.234 | Per Km | |
| 3 | 3 | Construction of Reference Pillars/Burjees | 1.234 | Per Km | |
| 4 | 4 | (B) EARTHWORK | |||
| 5 | 5 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m\nExcavation 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 | 17.1 | Cum | |
| 6 | 6 | Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 . | 17.1 | Cum | |
| 7 | 7 | Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 . | 1491.16 | Cum | |
| 8 | 8 | Construction of Subgrade and Earthen Shoulders\nConstruction 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 & 100 m as per Technical Specification Clause 303.1. | 2768.44 | Cum | |
| 9 | 9 | (C) SUB-BASE | |||
| 10 | 10 | 4.1/401(A)Granular Sub-base with Well Graded Material (Table 400.1)\nConstruction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Local Sand), spreading in uniform layers with tractor mounted grader arrangement 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. Grading- II Material. | 652.72 | Cum | |
| 11 | 11 | WBM Grading 2 :-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 2 as per Technical Specification\nClause 405.By Manual Means | 242.56 | Cum | |
| 12 | 12 | 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\nClause 405.By Manual Means | 242.56 | Cum | |
| 13 | 13 | (D) WEARING COURSE | |||
| 14 | 14 | Prime Coat (Low Porosity) :- 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 | 3234.17 | Sqm | |
| 15 | 15 | 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. | 3234.17 | Sqm | |
| 16 | 16 | (E) C.C.PAVEMENT | |||
| 17 | 17 | Cement Concrete Pavement Construction of un-reinforced,dowel jointed at expansion and construction joint only,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. | 273.46 | Cum | |
| 18 | 18 | F)TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES | |||
| 19 | 19 | 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 | 20 | Ordinary Kilometer Stone (Precast) | 2 | Each | |
| 21 | 21 | 200 m stone (precast) | 3 | Each | |
| 22 | 22 | Boundary Pillar:-\nReinforced 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 | 21 | Each | |
| 23 | 23 | Painting Two Coats on New Concrete Surface:-Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/concrete surface as per drawing and Technical Specification Clause 1701 | 44.64 | Sqm | |
| 24 | 24 | Painting new Letters and figures of any shades:-Painting new Letters and figures of any shades with shythetic enamel paint bleck or any other approved colour to give and even shade as per drawing and technical Specification Clause 1701 English and Roman(For Culverts) | 176 | Per cm ht.per letter | |
| 25 | 25 | (I)Providing and Fixing 'Logo' of PMGSY Project\n:-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 | 2 | Each | |
| 26 | 26 | Retro-reflectorised Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. 600 mm equilateral triangle\n600 mm equilateral triangle Left Hand & Right Hand Curve & Narrow Bridge | 8 | Each | |
| 27 | 27 | 600 mm x 450 mm rectangular | 2 | Each | |
| 28 | 28 | CROSS DRAINAGE WORK | |||
| 29 | 29 | 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 | 0.6 | Cum | |
| 30 | 30 | 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 | 17.33 | Cum | |
| 31 | 31 | Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. | |||
| 32 | 32 | Upto 600 mm dia Hume pipe | 5 | RM | |
| 33 | 33 | 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 50m dessign of sides and bottom and backfilling in trenches with excavated suitable material | 154.61 | Cum | |
| 34 | 34 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\n(PCC Grade M-15) | 17.42 | Cum | |
| 35 | 35 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortor 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapers clauses 1106. | |||
| 36 | 36 | 1000MM Dia Pipe | 15 | RM | |
| 37 | 37 | laying (First Class) bedding on well Compacted sand,moorum or approved granular material as per Clause 1105 (ii) Type B (first Class) Bedding | 7.12 | Cum | |
| 38 | 38 | MIX SEAL SURFACING:-Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of bitumin to11.2 mm to 0.9 mm (TypeA) or 13.2 mm to 0.9mm (Type B)aggregates using penetration grade 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 Type as per Technial Specification clause 509\n\n\n\n\n\n\n\n\n\n | 3234.17 | Sqm | |
| 39 | 39 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M - 20) | 60.93 | Cum | |
| 40 | 40 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC - M20) | 40.78 | Cum | |
| 41 | 41 | 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 | 24 | No. | |
| 42 | 42 | (RCC GRADE M-20 ) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 3.84 | Cum | |
| 43 | 43 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.066 | Ton | |
| 44 | 44 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | 72 | Cum | |
| 45 | 45 | 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 wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | 28.8 | Cum | |
| 46 | 46 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 | 10 | RM | |
| 47 | 47 | R.C.C.- M25 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | 6.48 | Cum | |
| 48 | 48 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 0.705 | Ton | |
| 49 | 49 | Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6 % bitumen by weight | 15 | RM | |
| 50 | 50 | Head wall in Brick masonry work in cement mortar (1:4)in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 | 53.5 | Cum | |
| 51 | 51 | Plastering with CM 1:4 Plastering with CM 1:415mm thick on brickwork in substructure as per technical specification clause 613.4 & 1204 | 69.26 | Sqm | |
| 52 | 52 | Painting on Concrete/Steel Surfaces with Epox Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 69.26 | Cum | |
| 53 | 53 | Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 | 4.73 | Cum | |
| 54 | 54 | Protection work ( Apron ) Providing and laying boulder apron for bed protection with stone boulders of minimumsize and weight as per table 1300.1 no fragment weighing not less than 25 Kg laid dry complete as per drawing and technical specification clause 1301. | 9.42 | Cum | |
| 55 | 55 | Add GST @ 12% | 1 | Rs | |
| 56 | 56 | Add L.C. @ 1% | 1 | Rs | |
| 57 | 57 | Add Seigniorage Fee @ 10% on Material Cost only | 1 | Rs | |
| 58 | 58 | 1st Year Maintenance | 1.234 | Km | |
| 59 | 59 | 2nd Year Maintenance | 1.234 | Km | |
| 60 | 60 | 3rd Year Maintenance | 1.234 | Km | |
| 61 | 61 | 4th Year Maintenance | 1.234 | Km | |
| 62 | 62 | 5th Year Maintenance | 1.234 | Km | |
| 63 | 63 | Add GST @ 12% | 1 | Rs | |
| 64 | 64 | Add L.C. @ 1% | 1 | Rs | |
| 65 | 65 | Add Seigniorage Fee @ 10% on Material Cost only | 1 | Rs |
AI Tender Summary
Tender Timeline
Feb 12, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 24, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 25, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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