Tender For Civil Works - Roads Work -L027-Rcd Road To Kaharpur ( Vr8 )
Tender Value
2.07 Crore
Estimated cost
Bid Submission
03 Mar 2020
0 days left
EMD
4.15 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
NAUGACHHIA → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Civil Works - Roads work -L027-Rcd Road To Kaharpur ( Vr8 )
BOQ
| Name of Work: R.C.D Road TO Kaharpur(VR8) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Setting Out Pillars | 4.06 | Km | |
| 2 | 2 | Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I | 1.42 | Ha | |
| 3 | 3 | Removing all types of Hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 . | |||
| 4 | 4 | A) Upto 600 mm dia | |||
| 5 | 5 | B) Above 600 mm to 900 mm dia Hume Pipe | |||
| 6 | 6 | C) Above 900 mm dia Hume Pipe | |||
| 7 | 7 | Box Cutting | |||
| 8 | 8 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 152.1 | Cum | |
| 9 | 9 | SUB HEAD : EARTHWORK | |||
| 10 | 10 | 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 | 247 | Cum | |
| 11 | 11 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 (Including Royality & Labour Cess). | 247.17 | Cum | |
| 12 | 12 | 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 as per Technical Specification Clause 301.5 . | 886.63 | Cum | |
| 13 | 13 | 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 100 m as per Technical Specification Clause 301.5 . | 3546.52 | Cum | |
| 14 | 14 | 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. | 5966.4 | Cum | |
| 15 | 15 | SUB HEAD : BITUMINOUS ITEMS | |||
| 16 | 16 | For Grading I Material (By mix in place method ) | |||
| 17 | 17 | Construction of Gravel/Soil-aggregate base by providing well graded material, spreading in uniform layers with motor pn prepared suface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel80-100 kn static roller to achieve the desired density, complete as per Technical Specification Clause 402. | 2597.53 | Cum | |
| 18 | 18 | WBM Grading 3 (By Manual Means ) | |||
| 19 | 19 | 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. | 1164.72 | Cum | |
| 20 | 20 | Prime Coat (Low porosity) | |||
| 21 | 21 | 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- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 13234.5 | Sqm | |
| 22 | 22 | Tack Coat | |||
| 23 | 23 | Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.30 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. | 13105 | Sqm | |
| 24 | 24 | Mix Seal Surfacing | |||
| 25 | 25 | 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 | 13234.5 | Sqm | |
| 26 | 26 | Surface Dressing using CRRI Certified Bituminous (Second Coat)\nCase-II Nominal aggregate size 9.5 mm | |||
| 27 | 27 | Providing and laying surface dressing as weaing coused consisting of a layer of CRRi certified bituminous cold mix binder laid on the prepared surface. Following b a cover of crusehd stone chipping s of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification clause 507. | |||
| 28 | 28 | SUB HEAD : CC PAVEMENT | |||
| 29 | 29 | For Grading I Material (By mix in place method ) | |||
| 30 | 30 | Construction of Gravel/Soil-aggregate base by providing well graded material, spreading in uniform layers with motor pn prepared suface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel80-100 kn static roller to achieve the desired density, complete as per Technical Specification Clause 402. | 72.9 | Cum | |
| 31 | 31 | WBM Grading 3 (By Manual Means ) | |||
| 32 | 32 | 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. | |||
| 33 | 33 | Panel Concrete Pavement | |||
| 34 | 34 | 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. | 229.5 | Cum | |
| 35 | 35 | Hard Shouldering - Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 | |||
| 36 | 36 | Supply and povideing NP3 300 mm dia dume pipe across carriageway in built up areas | |||
| 37 | 37 | SUB HEAD : SIDE DRAINS | |||
| 38 | 38 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | 678 | Cum | |
| 39 | 39 | Providing and laying pitching on slopes with stone/ Boulder laid over prepared filter media as per drawing and technical specifications Clause 1302 | 1017 | Cum | |
| 40 | 40 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 508.5 | Cum | |
| 41 | 41 | Hume Pipe :- | |||
| 42 | 42 | Excavation For Structures | |||
| 43 | 43 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | 89.39 | Cum | |
| 44 | 44 | Providing concrete for plain/reinforced concrete in M-15 in open foundations and side walls of drain complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nPCC M15 | 8.89 | Cum | |
| 45 | 45 | Brick Masonary work in cm 1:4 in head wall complete as per drawing and technical specification clause 1109 in cement mortar 1:4 | 91.82 | Cum | |
| 46 | 46 | Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 | 22.5 | M | |
| 47 | 47 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 200.55 | Sqm | |
| 48 | 48 | Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I | 42.66 | Sqm | |
| 49 | 49 | R.C.C. Slab Culvert :- | |||
| 50 | 50 | 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. | |||
| 51 | 51 | Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108. | |||
| 52 | 52 | Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | |||
| 53 | 53 | Brick masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203 | |||
| 54 | 54 | Brick masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203 | |||
| 55 | 55 | Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | |||
| 56 | 56 | Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete. | |||
| 57 | 57 | RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5 | |||
| 58 | 58 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | |||
| 59 | 59 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight | |||
| 60 | 60 | Brick masonry work in cement mortar 1:3 in parrapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 | |||
| 61 | 61 | Plastering with cement mortar (1:4 ), 15 mm Thick on brick work in sub-structure as per Technical Specifications Clause 613.4 & 1204. | |||
| 62 | 62 | Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I | |||
| 63 | 63 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing | |||
| 64 | 64 | 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. | |||
| 65 | 65 | Back Filling in Foundation Trenches as per drawing and technical specification Clause 1108. | |||
| 66 | 66 | Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | |||
| 67 | 67 | Brick masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203 | |||
| 68 | 68 | Brick masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203 | |||
| 69 | 69 | Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | |||
| 70 | 70 | RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5 | |||
| 71 | 71 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | |||
| 72 | 72 | Plastering with cement mortar (1:4 ), 15 mm Thick on brick work in sub-structure as per Technical Specifications Clause 613.4 & 1204. | |||
| 73 | 73 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing | |||
| 74 | 74 | Kilometre Stone | |||
| 75 | 75 | Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. | |||
| 76 | 76 | 5th Km Stone | |||
| 77 | 77 | Km Stone | 5 | Nos. | |
| 78 | 78 | 200 M Stone | 16 | Nos. | |
| 79 | 79 | Traffic Sign | |||
| 80 | 80 | Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel 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 road of required shade and colour supported and welded on 47mm x 47mm x 12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. | |||
| 81 | 81 | 900 mm equilateral & triangle , OR | |||
| 82 | 82 | 600 mm equilateral & triangle, OR | 16 | Nos. | |
| 83 | 83 | 600 mm circular , OR | 10 | Nos. | |
| 84 | 84 | 800 mm x 600 mm rectangular, OR | 16 | Nos. | |
| 85 | 85 | 600 mm x 450 mm rectangular, OR | 10 | Nos. | |
| 86 | 86 | 600 mm x 600 mm, OR | |||
| 87 | 87 | 900 mm side octagon, OR | |||
| 88 | 88 | Painting lines, dashes, arrow, etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous /concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 | 692 | Sqm | |
| 89 | 89 | Boundary Pillar | 30 | Nos. | |
| 90 | 90 | (I) Providing and Fixing 'Logo' of PMGSY Project (II) Providing & Fixing of LOGO of \"Citizen Information Board\" (III) Maintenance Board | 3 | Nos. | |
| 91 | 91 | First Year Maintenance Cost | 1 | Year | |
| 92 | 92 | Second Year Maintenance Cost | 1 | Year | |
| 93 | 93 | Third Year Maintenance Cost | 1 | Year | |
| 94 | 94 | Forth Year Maintenance Cost | 1 | Year | |
| 95 | 95 | Fifth Year Maintenance Cost | 1 | Year |
AI Tender Summary
Tender Timeline
Feb 27, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 03, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 06, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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