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
₹ 3,34,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
WB08ADB127
Description
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Contact
Tender Id
2018_WBSRD_68008_16Bid 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/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Scarifying Existing Granular surface to a depth of minimum 50 mm by manual means Scarifying existing granular surface to a depth of minimum 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.40 of specification of Rural roads and as per direction of EIC.
3624
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10
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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)
182.64
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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)
98.34
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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)
4453.3
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1
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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)
1113.32
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10
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TOTAL BILL 1
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 1.09 SAME AS TOTAL AMOUNT OF BILL 1
1
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Bill No.2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Works
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Item description for modified Soil Supplying and spreading a dry mixture of moorum / laterite not more than 70% and dry fine sand not less than 30% to get PI value not greater than 6 and LL not greater than 25 to the required thickness as specified and directed by Engineer-In-Charge, uniformly mixing mechanically by rotovator or disc furrow and by adding requisite quantity of water to achieve OMC, remixing in wet condition, rolling with power roller to the required compacted thickness to proper grade , camber, super-elevation etc including proper tampering and curing the same for 5 days to have maximum dry density as specified and CBR as per requirement for modified soil / improved sub-grade including cost of materials and providing lighting, guarding, barricading, etc , complete.
(This item shall only be considered for thickness not more than 100mm)
748.54
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10
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Granular Sub base with well graded materials (Mix of Laterite and Sand) for lower sub base of hard crust in 2 layers of 175mm compacted thickness.(i) GR-II by Manual MeansConstruction of granular sub-base by providing well graded materials, satisfying GSB Gr.-II using Laterite and 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 by mix in place method with rotavator,at OMC and compacting with three wheel 80-100 KN static roller to achieve the desired density,lighting,guarding,barricading complete as per Technical Specification Clause 401and Table no.400.1 of of specification of Rural Roads.
969.65
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10
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Base Course:Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking,rolling with three 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 course aggregate,watering & compaction to the required density grading 2 as per Technical Specification Clause 405 W.B.M Grading II extrawidening at curve,approches of deck slab bridges and culvert .
519.82
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10
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Base Course:Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking,rolling with three 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 course aggregate,watering & compaction to the required density grading 3 as per Technical Specification Clause 405 W.B.M Grading III extrawidening at curve,approches of deck slab bridges and culvert .
519.82
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10
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 -1.0 kg/sqm using mechanical means as per technical specification Clause 502 of specification of rural roads.
6930.9
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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 0.20 - 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification Clause 503 of specification of rural roads MORD.
6930.9
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10
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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates @0.018 cum and 0.09 cum respectively as per using VG30 grade bitumen @54Kg per cum 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 and grades as per technical specification Clause 506 of specification of rural roads MORD.including cost of carriage of all materials lighting, guarding, barricading etc.
6930.9
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10
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Providing and laying Type-B seal coat using VG30 grade bitumen @ 0.68 Kg per sqm and using sand/grit (passing 2.36mm sieve and retained on 180 micron sieve @0.006 cum/sqm sealing the voids in bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification clause 508 of Specification of Rural Roads,MORD.
6930.9
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10
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PCC GRADE M30-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 Cluase 1501.2.2 with M30 grade design mix.(Maximum size of coarse aggregate not exceeding 25mm) mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork of steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawings, spreading the concrete with shovel, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved quality where necessary in design & finishing to lines and grade as per drawing and technical specification clause 1501, curing of concrete slabs for 14-days
compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
117.05
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10
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TOTAL BILL 2
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 2.10 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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Surface Drain
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Earthwork in excavation for foundationof structures upto 3.0 m depth as per drawing and Technical Specifications Clause 1101.4 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 and as per direction EIC
11.2
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100
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Providing concrete (P.C.C grade M 15 , Proportion 1:2.5:5) for plain concrete in open foundations including cost of form work as & where necessary,curing complete as per drawing and Technical specifications clauses 802, 803, 1202 & 1203 of specification of Rural Roads, as per direction of EIC.
2.4
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10
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Brick Masonry work in 1:4 Cement Mortar in foundation complete excluding pointing and plastering as per drawing & technical specifications clauses 600. 1202 & 1203 of specification of Rural Roads and including cost of curing nd as per direction of EIC
5.25
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10
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Providing concrete R.C.C grade M 20 concrete (as per Mix design) in open foundations including cost of form work as & where necessary,curing complete as per drawing and Technical specifications clauses 802, 803, 1202 & 1203 of specification of Rural Roads and as per direction of EIC.
0.05
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10
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Supplying, fitting and placing HYSD bar reinforcement (Fe415)in substructure including cost of steel materials and carriage complete as per drawing and technical specification clauses 1002,1005,1010 & 1202 of Specification of Rural Roads and as per direction of EIC.
0.01
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10
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Plastering with Cement Mortar (1:4), 15mm thick on brick work in substructure as per technical specification clauses 613.3 and 1204 of Specification of Rural Roads including curing complete and as per direction of EIC
43
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10
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Neat cement punning on cement plaster surface; including cost of staging, curing, lighting, barricading, protecting etc, as per direction of EIC.
43
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10
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Irrigation Conduit (1x300mm dia.) - 6 Nos.
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Earthwork in excavation for foundationof structures upto 3.0 m depth as per drawing and Technical Specifications Clause 1101.4 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.
25.38
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100
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Filling with sand in foundation trenches and back of Abutment wall with sand as per drawing, and direction following Clause 305.3.9 of Speciication of Rural Roads, MORD including cost of all meteirials,labour charges, bailing out water, lighting, baricading ets. complete.
1.56
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10
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Providing and laying reiforcemented cement concrete Pipe NP-3 300mm 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 1101.6 of Specification of Rural Roads, MORD.
45
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10
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Close bamboo piling made of 65 mm to 75mm dia Bamboos (in single line) drivenb about half length into the ground sideby side, with stout stays at an interval of 1m, 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc complete as per direction of EIC ( Measurement shall be taken along the length of walling after finishing the work) c. With bamboos of length between 2.50 to 3.00m each
215
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10
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1m slab culvert : 2 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.
40.94
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10
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Filling with sand in foundation trenches and back of Abutment wall with sand as per drawing"," and direction following Clause 305.3 .9 of Speciication of Rural Roads, MORD including cost of all meteirials, labour charges, bailing out water, lighting, baricading ets. complete.
21.98
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10
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Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
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PCC Grade M-10 nominal mix (1:3:6).
12.74
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10
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Providing Concrete (M-20) for Plain/Reinforced Concrete in Superstructure complete for height upto 5 m as per drawing and Technical specification clause 800, 1401.4.1 & 1401.4.3 of specifiaction of Rural Roads including curing complete
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RCC Grade M-20 1:1.5:3 Nominal mix
105.08
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10
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Plastering with cement mortar (1:4) 15 mm thick on BM as per drawing and technical specification clause 613.4 & 1206 of specification of Rural"," Roads including curing complete including cost of carriage of all materials, lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC.
134.06
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10
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Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall ","with 100mm 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 & Technical Specification Clause 614,709,1206.3 of Specification of Rural Roads
12
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10
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Providing bituminous wearing coat comprising of 20mm thick premix carpet with seal coat type B for culverts as per ","drawing and technical classifications clause 506 and 508.
25.2
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10
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Providing and Laying Reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 and 1205.5 of Specification of Rural roads incl. formwork and staging upto 5 m curing complete as per direction excluding cost of reinforcement
I. RCC grade M20 (1:1.5:3 Nominal Mix)
7.8
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10
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Supplying, Fitting and Placing HYSD Bar Reinforcement in Substructure including cost of Steel Material and carriage ","etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010 and 1202 of Specification of Rural Roads
1.14
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10
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TOTAL BILL 3
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 3.26 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)
50
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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 all other incidental charges in this regard.Prohibitary, speed limit & vehicle control,restriction ends & other similar signs of
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900 mm eqilateral triangle sign fixed on single post
20
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10
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600x600 mm rectangular sign fixed on single post
20
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10
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Semi Reflective Direction & Place Identification Sign: Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 70mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specification of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of property design foundation with M – 15 grade cement concrete 450mm x 450mm x 600mm below ground level as per provided drawing and technical specification clause 1701 of specification of rural road including cost of all materials,labour charges,carriages,and all other costs in this regard.
1
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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.
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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
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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)
1
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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.
2
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10
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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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100
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Maintenance Board Maintenance for 5 years Providing and fixing "Maintenance Board" with logo of PMGSY as per NRRDA Specification and drawing having two nos MS plate of 1.6mm thick 900mmx750mmxsize each duly welded with 2 Nos. vertical and 4 Nos horizontal M.S. flat 50mmx6mm size on back. The ends of the M.S. flats to be welded with a 2x2450mmx1150mm frame of M.S. square 75mmx75mm of 12 SWG sheet, two legs of M.S. Square posts to be embedded in cement concrete M-15 grade of 600mmx600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting on M.S square, flats and backside of the M.S. sheets with a coat local of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming on rearside of the M.S plates with brand and lettering of diffrent approved shades as directed as shown in the approved design with oil bound ready mixed synthetic paint proving 70mmx70mm size PMGSY logo.
1
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100
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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.
3
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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. 4.14 SAME AS TOTAL AMOUNT OF BILL 4
1
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-
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Bill No.5 Routine Maintenance
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 5.02,5.03,5.04,5.05,5.06 SAME AS ESTIMATED RATE CORRESPONDING TO THAT SL. No.
-
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-
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Routine Maintenance after completion of construction works 1st Year
2
65426
2726.1
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Routine Maintenance after completion of construction works 2nd Year
2
81584
3399.37
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Routine Maintenance after completion of construction works 3rd Year
2
220327
9180.32
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Routine Maintenance after completion of construction works 4th Year
2
318317
13263.21
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Routine Maintenance after completion of construction works 5th Year
2
396248
16510.37
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TOTAL BILL 5
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 5.07 SAME AS TOTAL AMOUNT OF BILL 5
1
1081904
1081904.88
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Part_B_(Malaypur bus stop to Malaypur Dighirpar)
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-
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Bill No.6_Site Clearence, Dismanteling and Earth Works
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201 of specification of rural roads.
(I) By Manual means
(A) In area of non-thorny jungle (20% of total length excluding built up zone)
0.03
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100
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Scarifying Existing Granular surface to a depth of minimum 50 mm by manual means Scarifying existing granular surface to a depth of minimum 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.40 of specification of Rural roads and as per direction of EIC.
1310
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10
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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)
386.07
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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)
207.88
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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)
1825.25
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1
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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)
456.31
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10
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TOTAL BILL 6
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 6.09 SAME AS TOTAL AMOUNT OF BILL 6
1
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-
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Bill No.7_Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Works
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Item description for modified Soil Supplying and spreading a dry mixture of moorum / laterite not more than 70% and dry fine sand not less than 30% to get PI value not greater than 6 and LL not greater than 25 to the required thickness as specified and directed by Engineer-In-Charge, uniformly mixing mechanically by rotovator or disc furrow and by adding requisite quantity of water to achieve OMC, remixing in wet condition, rolling with power roller to the required compacted thickness to proper grade , camber, super-elevation etc including proper tampering and curing the same for 5 days to have maximum dry density as specified and CBR as per requirement for modified soil / improved sub-grade including cost of materials and providing lighting, guarding, barricading, etc , complete.
(This item shall only be considered for thickness not more than 100mm)
270.59
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10
... More
Granular Sub base with well graded materials (Mix of Laterite and Sand) for lower sub base of hard crust in 2 layers of 175mm compacted thickness.(i) GR-II by Manual MeansConstruction of granular sub-base by providing well graded materials, satisfying GSB Gr.-II using Laterite and 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 by mix in place method with rotavator,at OMC and compacting with three wheel 80-100 KN static roller to achieve the desired density,lighting,guarding,barricading complete as per Technical Specification Clause 401and Table no.400.1 of of specification of Rural Roads.
525.46
-
10
... More
Base Course:Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking,rolling with three 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 course aggregate,watering & compaction to the required density grading 2 as per Technical Specification Clause 405 W.B.M Grading II extrawidening at curve,approches of deck slab bridges and culvert .
187.9
-
10
... More
Base Course:Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking,rolling with three 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 course aggregate,watering & compaction to the required density grading 3 as per Technical Specification Clause 405 W.B.M Grading III extrawidening at curve,approches of deck slab bridges and culvert .
187.9
-
10
... More
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 -1.0 kg/sqm using mechanical means as per technical specification Clause 502 of specification of rural roads.
2505.38
-
10
... More
Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 - 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification Clause 503 of specification of rural roads MORD.
2505.38
-
10
... More
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates @0.018 cum and 0.09 cum respectively as per using VG30 grade bitumen @54Kg per cum 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 and grades as per technical specification Clause 506 of specification of rural roads MORD.including cost of carriage of all materials lighting, guarding, barricading etc.
2505.38
-
10
... More
Providing and laying Type-B seal coat using VG30 grade bitumen @ 0.68 Kg per sqm and using sand/grit (passing 2.36mm sieve and retained on 180 micron sieve @0.006 cum/sqm sealing the voids in bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification clause 508 of Specification of Rural Roads,MORD.
2505.38
-
10
... More
PCC GRADE M30-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 Cluase 1501.2.2 with M30 grade design mix.(Maximum size of coarse aggregate not exceeding 25mm) mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork of steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawings, spreading the concrete with shovel, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved quality where necessary in design & finishing to lines and grade as per drawing and technical specification clause 1501, curing of concrete slabs for 14-days
compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
240.6
-
10
... More
TOTAL BILL 7
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 7.10 SAME AS TOTAL AMOUNT OF BILL 7
1
-
-
... More
Bill No.8_Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
... More
Surface Drain
-
-
-
... More
Earthwork in excavation for foundationof structures upto 3.0 m depth as per drawing and Technical Specifications Clause 1101.4 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 and as per direction EIC
22.4
-
100
... More
Providing concrete (P.C.C grade M 15 , Proportion 1:2.5:5) for plain concrete in open foundations including cost of form work as & where necessary,curing complete as per drawing and Technical specifications clauses 802, 803, 1202 & 1203 of specification of Rural Roads, as per direction of EIC.
4.8
-
10
... More
Brick Masonry work in 1:4 Cement Mortar in foundation complete excluding pointing and plastering as per drawing & technical specifications clauses 600. 1202 & 1203 of specification of Rural Roads and including cost of curing nd as per direction of EIC
10.5
-
10
... More
Providing concrete R.C.C grade M 20 concrete (as per Mix design) in open foundations including cost of form work as & where necessary,curing complete as per drawing and Technical specifications clauses 802, 803, 1202 & 1203 of specification of Rural Roads and as per direction of EIC.
0.09
-
10
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe415)in substructure including cost of steel materials and carriage complete as per drawing and technical specification clauses 1002,1005,1010 & 1202 of Specification of Rural Roads and as per direction of EIC.
0.01
-
10
... More
Plastering with Cement Mortar (1:4), 15mm thick on brick work in substructure as per technical specification clauses 613.3 and 1204 of Specification of Rural Roads including curing complete and as per direction of EIC
86
-
10
... More
Neat cement punning on cement plaster surface; including cost of staging, curing, lighting, barricading, protecting etc, as per direction of EIC.
86
-
10
... More
Irrigation Conduit (1x300mm dia.) - 3 Nos.
-
-
-
... More
Earthwork in excavation for foundationof structures upto 3.0 m depth as per drawing and Technical Specifications Clause 1101.4 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.
12.69
-
100
... More
Filling with sand in foundation trenches and back of Abutment wall with sand as per drawing, and direction following Clause 305.3.9 of Speciication of Rural Roads, MORD including cost of all meteirials,labour charges, bailing out water, lighting, baricading ets. complete.
0.78
-
10
... More
Providing and laying reiforcemented cement concrete Pipe NP-3 300mm 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 1101.6 of Specification of Rural Roads, MORD.
22.5
-
10
... More
Close bamboo piling made of 65 mm to 75mm dia Bamboos (in single line) drivenb about half length into the ground sideby side, with stout stays at an interval of 1m, 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc complete as per direction of EIC ( Measurement shall be taken along the length of walling after finishing the work) c. With bamboos of length between 2.50 to 3.00m each
140
-
10
... More
TOTAL BILL 8
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 8.14 SAME AS TOTAL AMOUNT OF BILL 8
1
-
-
... More
Bill No.9_Traffic Signs, Markings and Road Appartenances, Road Safety & Road Furniture
-
-
-
... 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)
20
-
10
... More
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 all other incidental charges in this regard.Prohibitary, speed limit & vehicle control,restriction ends & other similar signs of
-
-
-
... More
900 mm eqilateral triangle sign fixed on single post
8
-
10
... More
600x600 mm rectangular sign fixed on single post
8
-
10
... More
Semi Reflective Direction & Place Identification Sign: Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 70mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specification of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of property design foundation with M – 15 grade cement concrete 450mm x 450mm x 600mm below ground level as per provided drawing and technical specification clause 1701 of specification of rural road including cost of all materials,labour charges,carriages,and all other costs in this regard.
1
-
10
... More
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.
-
-
-
... More
Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10
... More
Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10
... More
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.
2
-
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
-
100
... More
Maintenance Board Maintenance for 5 years Providing and fixing "Maintenance Board" with logo of PMGSY as per NRRDA Specification and drawing having two nos MS plate of 1.6mm thick 900mmx750mmxsize each duly welded with 2 Nos. vertical and 4 Nos horizontal M.S. flat 50mmx6mm size on back. The ends of the M.S. flats to be welded with a 2x2450mmx1150mm frame of M.S. square 75mmx75mm of 12 SWG sheet, two legs of M.S. Square posts to be embedded in cement concrete M-15 grade of 600mmx600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting on M.S square, flats and backside of the M.S. sheets with a coat local of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming on rearside of the M.S plates with brand and lettering of diffrent approved shades as directed as shown in the approved design with oil bound ready mixed synthetic paint proving 70mmx70mm size PMGSY logo.
1
-
100
... 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.
2
-
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.
4
-
10
... More
TOTAL BILL 9
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 9.14 SAME AS TOTAL AMOUNT OF BILL 9
1
-
-
... More
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 ESTIMATED RATE CORRESPONDING TO THAT SL. No.
-
-
-
... More
Routine Maintenance after completion of construction works 1st Year
1.03
24147
1963.2
... More
Routine Maintenance after completion of construction works 2nd Year
1.03
31772
2583.1
... More
Routine Maintenance after completion of construction works 3rd Year
1.03
81043
6588.89
... More
Routine Maintenance after completion of construction works 4th Year
1.03
116063
9436.09
... More
Routine Maintenance after completion of construction works 5th Year
1.03
144996
11788.33
... More
TOTAL BILL 10
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 10.06 SAME AS TOTAL AMOUNT OF BILL 10
1
398023
398023.21
... More
SUMMARY
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 11.02,11.03,11.04,11.05,11.06,11.08,11.09,11.10,11.11,11.12,11.13,11.14 SAME AS TOTAL AMOUNT CORRESPONDING TO THAT SL. No.
-
-
-
... More
' Civil Works '' ( Part_A_(Batanal panchayat office to chak Hajipur Mouja)
-
-
-
... More
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
-
-
... More
'' Civil Works '' ( Part_B_(Malaypur bus stop to Malaypur Dighirpar)
-
-
-
... More
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
-
-
... More
Total Routine Maintenance " for 5 years "
1
1479928
1479928.09
... More
DISCOUNT OFFERED ON CIVIL WORKS IF ANY(AMOUNT IN RS.)
1
-
10
Evaluation Notes How It Works ?
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