West Bengal State Rural Development Agency Tender
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West Bengal State Rural Development Agency - WBSRDA Tender
Civil And Construction
Eprocure
Opening Date24 Aug 2018
Closing Date10 Sep 2018
Tender AmountRefer Documents
Costs
EMD
₹ 3,05,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
WB08ADB69
Description
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Contact
Tender Id
2018_WBSRD_68008_5Bid Award Id
ViewTender No
20/(ADB-RCIP 2)/2018 (4th Call)Tender Authority
West Bengal State Rural Development Agency ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Construction of embankment,sub-grade,shoulder etc with approved materials obtained from borrow pits with a Lift up to 1.5m, transporting to site, throwing the same in not more than 25cm (loose) thick layers and compaction by power roller each layer of soil below the sub grade level at OMC to meet 98% of SPD and the top 30cm up to the sub grade level and shoulder at OMC to meet 100% of SPD including breaking all clods thoroughly, watering, dressing, cambering , etc. filling depressions making sufficient number of benches on existing embankment, bailing out water, dressing side slope and crust to proper profile in accordance with the procedure of work as detailed in Technical Specification clauses 301.5 and 303.3 and Table 300.1 and 300.2 including cost for proper arrangement for stripping off the grass ,shods,weeds,quality control,scrafying existing ground and original ground upto the depth of 150mm and rolling the existing and original ground to maximum density including cots of carriage by head load/truck, loading and unloading when and where necessary, lighting,guarding,and barricating, protecting etccomplete (4 days soaked CBR should not be less than design soaked CBR of sub grade) (Payement will be made in come on the finished work as per specification on the prework and post work level section measurement.Royalty charges and cess for earth @ 34.30 per cum work will be deducted under WestBengal Mines & Mineral acts) incl. all taxes, royalties, cess tc. and as per specification and direction of EIC..
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i) For embankment work with a lead up to 50m at OMC to meet 98% SPD (80% of total)
2464.01
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10
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ii) For embankment work with a lead up to 1000m at OMC to meet 98% SPD (20% of total)
616
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10
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iii) For sub-grade and shoulder work with a lead up to 50m at OMC to meet 100% SPD.(80% of total)
2525.87
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10
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iv) For sub-grade and shoulder work with a lead up to 1000m at OMC to meet 100% SPD (20% of total)
631.47
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10
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TOTAL BILL 1
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 1.08 SAME AS TOTAL AMOUNT OF BILL 1
1
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Bill No.2 Pavement Works (GSB, WBM, Bituminous Works)
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On proposed (layer 1)-Modified soil for subgrade CBR improvement using well graded laterite (reusing of existing laterite) and fine sand spreding in layers with tractor mount grader on prepared surface mixing by mix in in place method with rotovator and compaction with three wheel 80-100 KN static roller capacity to achieve the desired density as per specification. 100mm compacted thickness including cost of lighting, guarding, and barricading, protecting etc. and as per specification and direction of EIC.100mm thickness compacted with extra widening of curve
856.36
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10
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Construction of granular sub-base by providing well graded materials, satisfying GSB Gr.-II using Laterite and medium sand following the grading of materials as per Table 400.1 of Specification Rural Roads, MORD spreading in uniform layers with motor grader on prepared surface, mixing in place method with rotavator,and compacting at OMC with smooth wheel roller 80-100 KN to achieve the desired density as per Technical Specification Clause 401 including cost of carriage of all materials, lighting, guarding, barricading and protecting (in proportion of 65% & 35% Laterite & medium Sand - quantity taken 0.78cum laterite & .42cum medium Sand) and as per direction of EIC 125mm compacted thickness with extra widening of curve
997.9
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10
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Base Course-Construction of water bound macadam using stone aggregates of range 63mm to 45mm in size satisfying Gr-II as per table 400.8 of MORD Specification including spreading in uniform thickness hand picking / pinning, rolling with smooth wheel roller of 80-100 KN in stages to proper grade and camber, applying and brooming stone screening of type - B materials in 5-6 operations to fill up the interstices of course aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of Specification of Rural Roads including cost and carriage of all materials,labour, lighting, Guarding, barricading etc, complete (@1.32cum/cum loose volume taken & type B 0.267cum/cum) and as per direction of Engineer - In - Charge 75 mm compacted thickness with extra widening of curve .
596.94
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10
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Base Course-Construction of water bound macadam using stone aggregates of range 53mm to 22.4mm in size satisfying Gr-III as per table 400.8 of MORD Specification including spreading in uniform thickness hand picking / pinning, rolling with smooth wheel roller of 80-100 KN in stages to proper grade and camber, applying and brooming stone screening of type - B materials in 5-6 operations to fill up the interstices of course aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of Specification of Rural Roads including cost and carriage of all materials,labour, lighting, Guarding, barricading etc, complete @1.32cum/cum loose volume taken & type B 0.24 cum/cum) and as per direction of Engineer - In - Charge 75 mm compacted thickness with extra widening of curve .
596.94
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10
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Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of grannular base incl. Cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per T.S clause no. 502 of Specifications of Rural Roads. including cost and carriage of all materials, labour,lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC with extra widening of curve .
7959.23
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10
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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 of Rural Roads, MORD. including cost and carriage of all materials,labour, lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC with extra widening of curve .
7959.23
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10
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Providing Laying & rolling of open-graded Premix Carpet of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates @ 0.018 cum and 0.009 cum per sqm respectively as per using 60/70(bulk) penetration grade bitumen @ 1.46kg per sqm of aggregate to required line, grade & 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 capacity static roller, finished to required level & grades as per T.S Cl. 508 of specification of Rural Roads MORD. including cost and carriage of all materials,labour, lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC with extra widening of curve.
7959.23
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10
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Providing and laying Type – B Seal Coat using 60/70 (bulk)penetration grade bitumen @ 0.68 kg per sqm and using grit (passing 2.36mm sieve and retained on 180 micron sieve stone @0.006 cum / sqm sealing the voids in bituminous surface laid to specified levels, grade and crossfall as per T.S Cl. 510 of Specification of Rural Roads, MORD. including cost and carriage of all materials,labour, lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC with extra widening of curve.
7959.23
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10
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TOTAL BILL 2
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 2.12 SAME AS TOTAL AMOUNT OF BILL 2
1
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Bill No. 3: Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
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Irrigation Conduit (1x300mm dia.) - 7 Nos.
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Earthwork in excavation for foundationof structures upto 3.0 m depth as per drawing and Technical Specifications Clause 305.1 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 including pumping out water, lighting, barricading, protecting etc. complete as per Technical Specification of Rural Roads.
51.1
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100
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Providing and laying Hume Pipe NP-3 category as follws with Spigot & Socket joint including cost of pumping out water, lighting, barricading, protecting etc.complete as per clause 1106 of Specification of Rural Roads, MORD and cost of carriage of pipe to the work site including loading, unloading and other incidental charges complete as per direction of EIC..
52.5
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10
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Brick masonry surface drain-…200…..m
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Earthwork in excavation for structures to a depth as per drawing/direction and as per Clause 305.1 of Specification of Rural Roads, MORD, providing shoring and bracing, if required, removal of stumps and other deleterious material from the bed and disposal of the same, dressing of sides and bottom and backfilling in trenches with excavated suitable material, including cost of bailing out of water, lighting, barricading,guarding etc. complete as per direction of EIC.
67.6
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10
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P.C.C grade M 15 Nominal mix (1:2:5:5) in sub structure -Plain/reinforced cement concrete in substructure for height upto 5m complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 of Specification of Rural Roads including curing complete including cost of form work of all meteirials, labour charges, bailing out water, lighting,guarding, baricading ets. complete as per specification and direction of EIC.
15
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10
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Brick Masonry work (1:4) in cement and sand mortar with 1st Class kiln burnt bricks in foundation complete as per drawing, direction & clauses 600, 1202 & 1203 of Specifications of Rural Roads, MORD, including cost of labour and materials,curing, staging, bailing out water, lighting,guarding, barricading, protecting etc. complete as per specification and direction of EIC.
35
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10
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15 mm thick Plastering with cement mortar (1:4) on Brick masonry work in substructure as per technical specification clause 613.4 & 1204 including cost of labour and materials, staging, lighting, guarding,barricading, protecting etc. complete as per specification and direction of EIC.
350
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10
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Neat cement punning on cement plaster surface; including cost of labour and materials, staging, curing, lighting, guarding,barricading, protecting etc. as per specification and direction of EIC.
350
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10
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Providing Eucalyptus ballah piling consisting of (150mm & 100mm) diameter ballah 50% alternatively each length of 3.3m driven & Expose 1.7m at 375mm c/c where diameter of each ballah are to be measured 1.5m from thicker end and provided with three horizontal half splice 100mm dia ballah runner fixed with nail & bolts etc and providing 2.5m long Eucalytus ties of 2.7m centre to centre fixed with tie post driven 2.5m Below G.L. including cost of all material and 2 coats coal taring of all ballah, gunny bag filling sand ,sewing and laying etc complete as per specification and direction of Engineer-in-charge complete.
163
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10
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TOTAL BILL 3
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 3.11 SAME AS TOTAL AMOUNT OF BILL 3
1
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Bill No.4 Traffic Signs, Markings and Road Appartenances, Road Safety & Road Furniture
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Supplying, Fitting, and Fixing R.C. Guard Post: 1.37m long with cement concrete 1:2:4 with graded stone chips of 13.2mm down casting curing complete including cost of providing 4 nos of 12mm dia MS road of length 1.54m as main reinforcement and 6 nos of round shaped 6mm dia MS rods used as binders; the placing of the 1st binder should be at 75mm below the top finished surface and the other 5 nos of section with inscribed circle of diameter 24cm at the base tapering to corresponding dimensions of 16cm at the top including 2 coats of painting with best quality synthetic enamel paint of approved make and brand to form 6 nos horizontal alternate brands in white/ tannery yellow and black to 90cm. length standing up above ground after mending good damages if any during sinking of shuttering, making hole in ground of 47cm depth and 30cm minimum dia, fixing the guard post in the same hole and replacing the earth thoroughly so as to keep the guard post standing properlyerect in correct position true in line and length including carriage of R.C. guard post from stack yard to the site including loading into the truck and unloading at site complete in all respects. (b)With Local Stone chips (In curves having speed less than 50 Km/hr @10m interval) as per direction of EIC.
104
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10
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Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm width and required letter and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.2.2 of Specification of Rural Roads,MORD,including cost of all materials,labour,carriages and as per direction of EIC, all other incidental charges in this regard.Prohibitary, speed limit & vehicle control,restriction ends & other similar signs of
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600mm Dia Circular sign fixed on single post as per direction of EIC.
26
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10
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600 mm eqilateral triangle sign fixed on single post as per direction of EIC.
26
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10
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Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm 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 lowermost frame 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 topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS 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 frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1. including cost of all materials,labour charges,carriages and all other costs in this regard as per direction of EIC,
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Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
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10
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Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
2
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10
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Logo of PMGSY Project: 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 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm 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 lowermost frame 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 topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS 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 frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1. including cost of all materials,labour charges,carriages and all other costs in this regard as per direction of EIC.
1
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Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm size on back, the ends of the M.S. flats to be welded with 2x2450mm x 1150mm frame of M.S. square posts to be embedded in cement concrete M-15 grade of 600mm x 600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting MS square , flats and backside of the the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the M.S. plates with bands and lettering of different approved shades as directed shown in the approved design with oil bound ready mixed synthetic paint and providing 70mm x 70mm size PMGSY Logo.including cost of M.S square plates,cost of M-15 cement concrete,all labour and welding charges,cost of painting and primer,cost of carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by Engineer-in -Charge including cost of protection,barricading,lighting etc.
1
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10
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Construction of Ordinary Kilometer Stone (Pre-cast): Reinforced cement concrete M 15 grade ordinary Kilometer stone with 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 of Specification of Rural Roads.MORD,including cost of cement steel materials,aggregates,labour,carriages,and all other incidental charges in this regard.
4
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10
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Construction of 200 Meter Stone (Pre-cast) : Reinforced cement concrete M 15 grade 200 meter stone with 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 of specification of rural roads..MORD,including cost of cement steel materials,aggregates,labour,carriages,and all other incidental charges in this regard.
8
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10
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TOTAL BILL 4
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 4.12 SAME AS TOTAL AMOUNT OF BILL 4
1
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Bill No.5 Routine Maintenance
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 5.01,5.02,5.03,5.04,5.05 SAME AS ESTIMATED RATE CORRESPONDING TO THAT SL. No.
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Routine Maintenance after completion of construction works 1st Year
2.1
50743
2013.63
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Routine Maintenance after completion of construction works 2nd Year
2.1
56993
2261.63
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Routine Maintenance after completion of construction works 3rd Year
2.1
168811
6698.85
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Routine Maintenance after completion of construction works 4th Year
2.1
210051
8335.36
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Routine Maintenance after completion of construction works 5th Year
2.1
251959
9998.41
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TOTAL BILL 5
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 5.06 SAME AS TOTAL AMOUNT OF BILL 5
1
738558
738558.58
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Part B -Upgradation of Road from Gholdigrui PO to Gopimohonpur part of Gopimohanpur to Madhyagholdigui
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Bill No.6 Site Clearence, Dismanteling and Earth Works
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Clearing and Grubbing Road Land incl. 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 incl. removal and disposal of top organic soil not exceeding 150 mm in thickness as per T.S Cl. 201 of specification of Rural Roads and as per specification and direction of EIC.
(I) By Manual means
(A) In area of non-thorny jungle (20% of total length excluding built up zone)
0.16
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100
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Construction of embankment,sub-grade,shoulder etc with approved materials obtained from borrow pits with a Lift up to 1.5m, transporting to site, throwing the same in not more than 25cm (loose) thick layers and compaction by power roller each layer of soil below the sub grade level at OMC to meet 98% of SPD and the top 30cm up to the sub grade level and shoulder at OMC to meet 100% of SPD including breaking all clods thoroughly, watering, dressing, cambering , etc. filling depressions making sufficient number of benches on existing embankment, bailing out water, dressing side slope and crust to proper profile in accordance with the procedure of work as detailed in Technical Specification clauses 301.5 and 303.3 and Table 300.1 and 300.2 & IS -2720 Part (vii) including cost for proper arrangement for stripping off the grass ,shods,weeds,quality control,scrafying existing ground and original ground upto the depth of 150mm and rolling the existing ground and original ground as per specification and direction of the E.I.C including all taxes,royalties,cess, etc including cost of lighting,guarding,and barricating,protecting etc.
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i) For embankment work with a lead up to 50m at OMC to meet 98% SPD (80% of total)
707.19
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10
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ii) For embankment work with a lead up to 1000m at OMC to meet 98% SPD (20% of total)
177.55
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10
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iii) For sub-grade and shoulder work with a lead up to 50m at OMC to meet 100% SPD.(80% of total)
913.84
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10
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iv) For sub-grade and shoulder work with a lead up to 1000m at OMC to meet 100% SPD (20% of total)
228.46
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10
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TOTAL BILL 6
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 6.08 SAME AS TOTAL AMOUNT OF BILL 6
1
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Bill No.7 Pavement Works (GSB, WBM, Bituminous Works)
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On proposed (layer 1)-Modified soil for subgrade CBR improvement using well graded laterite (reusing of existing laterite) and fine sand spreding in layers with tractor mount grader on prepared surface mixing by mix in in place method with rotovator and compaction with three wheel 80-100 KN static roller capacity to achieve the desired density as per specification. 100mm compacted thickness including cost of lighting, guarding, and barricading, protecting etc. and as per specification and direction of EIC.100mm thickness compacted with extra widening of curve
309.83
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10
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Construction of granular sub-base by providing well graded materials, satisfying GSB Gr.-II using Laterite and medium sand following the grading of materials as per Table 400.1 of Specification Rural Roads, MORD spreading in uniform layers with motor grader on prepared surface, mixing in place method with rotavator,and compacting at OMC with smooth wheel roller 80-100 KN to achieve the desired density as per Technical Specification Clause 401 including cost of carriage of all materials, lighting, guarding, barricading and protecting (in proportion of 65% & 35% Laterite & medium Sand - quantity taken 0.78cum laterite & .42cum medium Sand) and as per direction of EIC 125mm compacted thickness with extra widening of curve
365.34
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10
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Base Course-Construction of water bound macadam using stone aggregates of range 63mm to 45mm in size satisfying Gr-II as per table 400.8 of MORD Specification including spreading in uniform thickness hand picking / pinning, rolling with smooth wheel roller of 80-100 KN in stages to proper grade and camber, applying and brooming stone screening of type - B materials in 5-6 operations to fill up the interstices of course aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of Specification of Rural Roads including cost and carriage of all materials,labour, lighting, Guarding, barricading etc, complete (@1.32cum/cum loose volume taken & type B 0.267cum/cum) and as per direction of Engineer - In - Charge 75 mm compacted thickness with extra widening of curve .
217.41
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10
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Base Course-Construction of water bound macadam using stone aggregates of range 53mm to 22.4mm in size satisfying Gr-III as per table 400.8 of MORD Specification including spreading in uniform thickness hand picking / pinning, rolling with smooth wheel roller of 80-100 KN in stages to proper grade and camber, applying and brooming stone screening of type - B materials in 5-6 operations to fill up the interstices of course aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of Specification of Rural Roads including cost and carriage of all materials,labour, lighting, Guarding, barricading etc, complete @1.32cum/cum loose volume taken & type B 0.24 cum/cum) and as per direction of Engineer - In - Charge 75 mm compacted thickness with extra widening of curve .
217.41
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10
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Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of grannular base incl. Cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per T.S clause no. 502 of Specifications of Rural Roads. including cost and carriage of all materials, labour,lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC with extra widening of curve .
2898.75
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10
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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 of Rural Roads, MORD. including cost and carriage of all materials,labour, lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC with extra widening of curve .
2898.75
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10
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Providing Laying & rolling of open-graded Premix Carpet of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates @ 0.018 cum and 0.009 cum per sqm respectively as per using 60/70(bulk) penetration grade bitumen @ 1.46kg per sqm of aggregate to required line, grade & 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 capacity static roller, finished to required level & grades as per T.S Cl. 508 of specification of Rural Roads MORD. including cost and carriage of all materials,labour, lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC with extra widening of curve.
2898.75
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10
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Providing and laying Type – B Seal Coat using 60/70 (bulk)penetration grade bitumen @ 0.68 kg per sqm and using grit (passing 2.36mm sieve and retained on 180 micron sieve stone @0.006 cum / sqm sealing the voids in bituminous surface laid to specified levels, grade and crossfall as per T.S Cl. 510 of Specification of Rural Roads, MORD. including cost and carriage of all materials,labour, lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC with extra widening of curve.
2898.75
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10
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TOTAL BILL 7
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 7.09 SAME AS TOTAL AMOUNT OF BILL 7
1
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-
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Bill No. 8: Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
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-
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Hume Pipe Culvert-1m dia-3 nos
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Earthwork in excavation for structures to a depth as per drawing/direction and as per Clause 305.1 of Specification of Rural Roads, MORD, providing shoring and bracing, if required, removal of stumps and other deleterious material from the bed and disposal of the same, dressing of sides and bottom and backfilling in trenches with excavated suitable material, including cost of bailing out of water, lighting, barricading,guarding etc. complete as per direction of EIC.
106.62
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100
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Providing Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head Walls incl. Cost of form work as & where necessary,curing complete as per drawing and T.S Clause 1109 of specification of Rural Roads, including cost of carriage of all materials, lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC. PCC Grade M-10 Normal 1:3:6
8.13
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10
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Bedding for Pipe
(i) Type A ( Concrete Cradle ) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete incl. Cost of form work as & where necessary,curing complete as per Clause 1105 (i) of Specification of Rural Roads including cost of carriage of all materials, lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC.
14.43
-
10
... More
Brick Masonry work (1:4) in cement and sand mortar with 1st Class kiln burnt bricks in foundation complete as per drawing, direction & clauses 600, 1202 & 1203 of Specifications of Rural Roads, MORD, including cost of labour and materials,curing, staging, bailing out water, lighting,guarding, barricading, protecting etc. complete as per specification and direction of EIC. in sub structure
85.23
-
10
... More
15 mm thick Plastering with cement mortar (1:4) on Brick masonry work in substructure as per technical specification clause 613.4 & 1204 including cost of labour and materials, staging, lighting, guarding,barricading, protecting etc. complete as per specification and direction of EIC.
82.04
-
10
... More
Neat cement punning on cement plaster surface; including cost of labour and materials, staging, curing, lighting, guarding,barricading, protecting etc. as per specification and direction of EIC.
82.04
-
10
... More
Providing and laying reiforcemented cement concrete Pipe NP-3 1000mm dia for culverts on first class bedding of granular material in single row including fixing collar wirh cement morter 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head wall and parapets including pumping out water, lighting, barricading, protecting etc complete as per vide clause 1106 of Specification of Rural Roads and other incidental charges complete as per direction of EIC., MORD.
22.5
-
10
... More
Provide the weep hole
60
-
10
... More
Providing and laying boulder apron for bed protection with Stone boulders of minimum size and weight as per table 1300.1 , no fragment weighing not less than 25 kg. laid dry complete as per drawing and technical specifications clause 1301 of specification of Rural Roads including cost of carriage of all materials, lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC.
3.33
-
10
... More
Providing and laying filter material underneath pitching in slopes as per drawing and technical specification claus 1302 of specification of Rural Roads including cost of carriage of all materials, lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC.
10.89
-
10
... More
Providing Eucalyptus ballah piling consisting of (150mm & 100mm) diameter ballah 50% alternatively each length of 3.3m driven & Expose 1.7m at 375mm c/c where diameter of each ballah are to be measured 1.5m from thicker end and provided with three horizontal half splice 100mm dia ballah runner fixed with nail & bolts etc and providing 2.5m long Eucalytus ties of 2.7m centre to centre fixed with tie post driven 2.5m Below G.L. including cost of all material and 2 coats coal taring of all ballah, gunny bag filling sand ,sewing and laying etc complete as per specification and direction of Engineer-in-charge complete.
55.95
-
10
... More
TOTAL BILL 8
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 8.13 SAME AS TOTAL AMOUNT OF BILL 8
1
-
-
... More
Supplying, Fitting, and Fixing R.C. Guard Post: 1.37m long with cement concrete 1:2:4 with graded stone chips of 13.2mm down casting curing complete including cost of providing 4 nos of 12mm dia MS road of length 1.54m as main reinforcement and 6 nos of round shaped 6mm dia MS rods used as binders; the placing of the 1st binder should be at 75mm below the top finished surface and the other 5 nos of section with inscribed circle of diameter 24cm at the base tapering to corresponding dimensions of 16cm at the top including 2 coats of painting with best quality synthetic enamel paint of approved make and brand to form 6 nos horizontal alternate brands in white/ tannery yellow and black to 90cm. length standing up above ground after mending good damages if any during sinking of shuttering, making hole in ground of 47cm depth and 30cm minimum dia, fixing the guard post in the same hole and replacing the earth thoroughly so as to keep the guard post standing properlyerect in correct position true in line and length including carriage of R.C. guard post from stack yard to the site including loading into the truck and unloading at site complete in all respects. (b)With Local Stone chips (In curves having speed less than 50 Km/hr @10m interval) as per direction of EIC.
25
-
10
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Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm width and required letter and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.2.2 of Specification of Rural Roads,MORD,including cost of all materials,labour,carriages and as per direction of EIC, all other incidental charges in this regard.Prohibitary, speed limit & vehicle control,restriction ends & other similar signs of
-
-
-
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600mm Dia Circular sign fixed on single post as per direction of EIC.
6
-
10
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600 mm eqilateral triangle sign fixed on single post as per direction of EIC.
6
-
10
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Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm 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 lowermost frame 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 topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS 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 frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1. including cost of all materials,labour charges,carriages and all other costs in this regard as per direction of EIC,
-
-
-
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Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10
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Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
2
-
10
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Logo of PMGSY Project: 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 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm 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 lowermost frame 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 topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS 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 frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1. including cost of all materials,labour charges,carriages and all other costs in this regard as per direction of EIC.
1
-
10
... More
Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm size on back, the ends of the M.S. flats to be welded with 2x2450mm x 1150mm frame of M.S. square posts to be embedded in cement concrete M-15 grade of 600mm x 600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting MS square , flats and backside of the the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the M.S. plates with bands and lettering of different approved shades as directed shown in the approved design with oil bound ready mixed synthetic paint and providing 70mm x 70mm size PMGSY Logo.including cost of M.S square plates,cost of M-15 cement concrete,all labour and welding charges,cost of painting and primer,cost of carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by Engineer-in -Charge including cost of protection,barricading,lighting etc.
1
-
10
... More
Construction of Ordinary Kilometer Stone (Pre-cast): Reinforced cement concrete M 15 grade ordinary Kilometer stone with 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 of Specification of Rural Roads.MORD,including cost of cement steel materials,aggregates,labour,carriages,and all other incidental charges in this regard.
1
-
10
... More
Construction of 200 Meter Stone (Pre-cast) : Reinforced cement concrete M 15 grade 200 meter stone with 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 of specification of rural roads..MORD,including cost of cement steel materials,aggregates,labour,carriages,and all other incidental charges in this regard.
3
-
10
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TOTAL BILL 9
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 9.12 SAME AS TOTAL AMOUNT OF BILL 49
1
-
-
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Bill No.10 Routine Maintenance
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 10.01,10.02,10.03,10.04,10.05 SAME AS TOTAL AMOUNT CORRESPONDING TO THAT SL. No.
-
-
-
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Routine Maintenance after completion of construction works 1st Year
0.75
19011
2112.44
... More
Routine Maintenance after completionof construction works 2nd Year
0.75
19989
2221
... More
Routine Maintenance after completion of construction works 3rd Year
0.75
61890
6876.67
... More
Routine Maintenance after completion of construction works 4th Year
0.75
75984
8442.67
... More
Routine Maintenance after completion of construction works 5th Year
0.75
90638
10070.89
... More
TOTAL BILL 10
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 10.06 SAME AS TOTAL AMOUNT OF BILL 10
1
267513
267513.03
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SUMMARY-PART-A
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 11.02,11.03,11.04,11.05,,11.06,11.07 SAME AS TOTAL AMOUNT CORRESPONDING TO THAT SL. No.
-
-
-
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PART A-Upgradation of Road from Chiladangi more to Sahapur part of Balarampur to Chhatrashal '' Civil Works ''
-
-
-
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Site Clearance, Dismanteling and Earth Works
1
-
-
... More
Pavment Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Works
1
-
-
... More
Cross Drainage Structures (Culverts & Minor Bridges), Drains, Protection Works
1
-
-
... More
Traffic Signs, Marking and Road Appurtenances, Road Safety & Road Furniture
1
-
-
... More
Total for Civil Work Part - A
1
-
-
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SUMMARY-PART-B
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 12.02, 12.03,12.04,12.05,12.06,12.07,12.08 SAME AS TOTAL AMOUNT CORRESPONDING TO THAT SL. No.
-
-
-
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PART B-Upgradation of Road from Gholdigrui PO to Gopimohonpur part of Gopimohanpur to Madhyagholdigui'' Civil Works ''
-
-
-
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Site Clearance, Dismanteling and Earth Works
1
-
-
... More
Pavment Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Works
1
-
-
... More
Cross Drainage Structures (Culverts & Minor Bridges), Drains, Protection Works
1
-
-
... More
Traffic Signs, Marking and Road Appurtenances, Road Safety & Road Furniture
1
-
-
... More
Total for Civil Work Part - B
1
-
-
... More
Total for Civil Work
1
-
-
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Routine Maintenance " for 5 years "
1
1006071
1006071.61
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DISCOUNT OFFERED ON CIVIL WORKS IF ANY(AMOUNT IN RS.)
1
-
10
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