Tender For Civil Works - Roads - Br04p2r-02Mrl01-Nh31 Iniar Dhala To Rahatpur ( Vr7 )
Tender Value
1.31 Crore
Estimated cost
Bid Submission
05 Oct 2020
0 days left
EMD
2.62 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
Balia → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
TENDER FOR Civil Works - Roads - Br04p2r-02Mrl01-Nh31 Iniar Dhala To Rahatpur ( Vr7 )
BOQ
| Name of Work: NH31 INIAR DHALA To RAHATPUR (VR7) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Setting Out Pillars :- Providing & Fixing of Working benchmark Pillars 01 nos. per km & 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I | 2.47 | Km | |
| 2 | 2 | Clearing and Grubbing Road Land\nClearing 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 ( By Manual Means) In area of non-thorny jungle | 0.99 | Hect. | |
| 3 | 3 | Scrarifying Existing Bituminous Surface to a Depth of 150 mm and disposal disposal of scrarified materials with a lift upto 3m and lead upto 1000m as per technical specification clause 301.4 | 423.75 | Sqm | |
| 4 | 4 | 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 | 3624.69 | 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 & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess). | 766.27 | Cum | |
| 6 | 6 | Granular Sub-base with Well Graded Material (Table 400.1) :- Construction of granular sub-base by providing well graded material, 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (For Grading II Material) | 65.9 | Cum | |
| 7 | 7 | 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. | 70.85 | 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. | 132.69 | Cum | |
| 9 | 9 | 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 | 1769.14 | 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. | 17289 | Sqm | |
| 11 | 11 | Bituminous Macadam :- Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. | 432.23 | Cum | |
| 12 | 12 | Semi-Dense Bituminous Concrete :- Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. | 216.11 | Cum | |
| 13 | 13 | 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 | 100.41 | Cum | |
| 14 | 14 | TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES | |||
| 15 | 15 | Kilometre Stone | |||
| 16 | 16 | 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 | |||
| 17 | 17 | Ordinary Kilometer Stone (Precast) | 4 | Each | |
| 18 | 18 | 200 m stone (precast) | 10 | Each | |
| 19 | 19 | (I)Providing and Fixing 'Logo' of PMGSY Project :-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 | 4 | Each | |
| 20 | 20 | 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 | 528 | per cm height per letter | |
| 21 | 21 | Boundary Pillar/Gaurd Post :- 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 | 76 | No | |
| 22 | 22 | Traffic Signs :- 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 47mmx47mmx12swg 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. | |||
| 23 | 23 | 600 mm equilateral & triangle | 33 | Each | |
| 24 | 24 | 900 mm equilateral & triangle | 7 | Each | |
| 25 | 25 | 800 mm x 600 mm rectangular, (School & Place) | 4 | Each | |
| 26 | 26 | 600 mm x 450 mm rectangular | 6 | Each | |
| 27 | 27 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface :- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 494 | Sqm | |
| 28 | 28 | Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year | 113 | Each | |
| 29 | 29 | Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipesubject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. | 75 | RM | |
| 30 | 30 | 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. | |||
| 31 | 31 | Cement Concrete | 3.54 | Cum | |
| 32 | 32 | 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. | |||
| 33 | 33 | Cement mortar | 118.8 | Cum | |
| 34 | 34 | Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. | |||
| 35 | 35 | Above 600 mm to 900 mm dia Hume pipe | 30 | RM | |
| 36 | 36 | 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. | 169.42 | cum | |
| 37 | 37 | Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108. | 2.51 | cum | |
| 38 | 38 | 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 | 25.31 | cum | |
| 39 | 39 | 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 | 108.15 | 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. ( M15 (PCC 1:2.5:5) | 52.52 | cum | |
| 41 | 41 | Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 9.77 | cum | |
| 42 | 42 | 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 | 9.22 | cum | |
| 43 | 43 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 1.23 | MT | |
| 44 | 44 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight | 30 | RM | |
| 45 | 45 | 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 | 56 | Nos. | |
| 46 | 46 | Drainage spouts complete as per drawing and technical specifications Clause 1209. | 4 | Nos. | |
| 47 | 47 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 30.08 | sqm | |
| 48 | 48 | 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 | 83.36 | sqm | |
| 49 | 49 | 1st Year Maintenance cost | |||
| 50 | 50 | Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 | 190.69 | Cum | |
| 51 | 51 | Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 | 1059.38 | Sqm | |
| 52 | 52 | Patch repair over Pot holevswith 20 mm MSS (Qty=L*Br*%taken) X 1.25 | 52.97 | Sqm | |
| 53 | 53 | Maintenance of C/D Works (Slab Culvert) | 2 | No. | |
| 54 | 54 | Maintenance of Road signs | 0.25 | Km | |
| 55 | 55 | Maintenance of 200 m and km stones | 0.3 | Km | |
| 56 | 56 | (I)Cutting of branches of trees and shrubs | 5 | No. | |
| 57 | 57 | (ii) Cutting of shrubs from roadway | 23 | No. | |
| 58 | 58 | (iii) Trimming of grass and weeds | 10.26 | Sqm | |
| 59 | 59 | 2nd Year Maintenance cost | |||
| 60 | 60 | Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 | 228.83 | Cum | |
| 61 | 61 | Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 | 1271.25 | Sqm | |
| 62 | 62 | Patch repair over Pot holevswith 20 mm MSS (Qty=L*Br*%taken) X 1.25 | 105.94 | Sqm | |
| 63 | 63 | Maintenance of Earthen Drains | |||
| 64 | 64 | Maintenance of C/D Works (Slab Culvert) | 2 | No. | |
| 65 | 65 | Maintenance of Road signs | 0.3 | Km | |
| 66 | 66 | Maintenance of 200 m and km stones | 0.37 | Km | |
| 67 | 67 | (I)Cutting of branches of trees and shrubs | 5 | No. | |
| 68 | 68 | (ii) Cutting of shrubs from roadway | 25 | No. | |
| 69 | 69 | (iii) Trimming of grass and weeds | 12.83 | Sqm | |
| 70 | 70 | 3rd Year Maintenance cost | |||
| 71 | 71 | Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 | 266.96 | Cum | |
| 72 | 72 | Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 | 1483.13 | Sqm | |
| 73 | 73 | Repair of Pot holes filled with 75 mm WBM X 1.25 | 158.91 | Cum | |
| 74 | 74 | Patch repair over Pot holevswith 20 mm MSS (Qty=L*Br*%taken) X 1.25 | 158.91 | Sqm | |
| 75 | 75 | Maintenance of C/D Works (Slab Culvert) | 2 | No. | |
| 76 | 76 | Maintenance of Road signs | 0.37 | Km | |
| 77 | 77 | Maintenance of 200 m and km stones | 0.44 | Km | |
| 78 | 78 | (I)Cutting of branches of trees and shrubs | 5 | No. | |
| 79 | 79 | (ii) Cutting of shrubs from roadway | 23 | No. | |
| 80 | 80 | (iii) Trimming of grass and weeds | 12.83 | Sqm | |
| 81 | 81 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface | 494 | Sqm | |
| 82 | 82 | 4th Year Maintenance cost | |||
| 83 | 83 | Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 | 305.1 | Cum | |
| 84 | 84 | Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 | 1695 | Sqm | |
| 85 | 85 | Repair of Pot holes filled with 75 mm WBM X 1.25 | 211.88 | Cum | |
| 86 | 86 | Patch repair over Pot holevswith 20 mm MSS (Qty=L*Br*%taken) X 1.25 | 211.88 | Sqm | |
| 87 | 87 | Maintenance of C/D Works (Slab Culvert) | 2 | No. | |
| 88 | 88 | Maintenance of Road signs | 0.37 | Km | |
| 89 | 89 | Maintenance of 200 m and km stones | 0.44 | Km | |
| 90 | 90 | (I)Cutting of branches of trees and shrubs | 5 | No. | |
| 91 | 91 | (ii) Cutting of shrubs from roadway | 23 | No. | |
| 92 | 92 | (iii) Trimming of grass and weeds | 12.83 | Sqm | |
| 93 | 93 | 5th Year Maintenance cost | |||
| 94 | 94 | Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 | 343.24 | Cum | |
| 95 | 95 | Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 | 1906.88 | Sqm | |
| 96 | 96 | Repair of Pot holes filled with 75 mm WBM X 1.25 | 264.84 | Cum | |
| 97 | 97 | Patch repair over Pot holevswith 20 mm MSS (Qty=L*Br*%taken) X 1.25 | 264.84 | Sqm | |
| 98 | 98 | Maintenance of C/D Works (Slab Culvert) | 2 | No. | |
| 99 | 99 | Maintenance of Road signs | 0.37 | Km | |
| 100 | 100 | Maintenance of 200 m and km stones | 0.59 | Km | |
| 101 | 101 | (I)Cutting of branches of trees and shrubs | 5 | No. | |
| 102 | 102 | (ii) Cutting of shrubs from roadway | 23 | No. | |
| 103 | 103 | (iii) Trimming of grass and weeds | 21.38 | Sqm | |
| 104 | 104 | GST @ 12% | 1 | RS | |
| 105 | 105 | Labour Cess @ 1% | 1 | RS | |
| 106 | 106 | Add Seigniorage Fee @ 10% (In Lacs) :-- | 1 | RS |
AI Tender Summary
Tender Timeline
Sep 15, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 05, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender