West Bengal State Rural Development Agency Tender
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West Bengal State Rural Development Agency - WBSRDA Tender
Eprocure
Opening Date18 Jul 2018
Closing Date6 Aug 2018
Tender AmountRefer Documents
Costs
EMD
₹ 5,13,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_WBSRD_66063_12Bid Award Id
ViewTender No
19/(ADB-RCIP 2)/2018 (3rd 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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PCC
10
-
100
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, including disposal of unserviceable material and stacking the serviceable material with this lifts and lead of 1000 m as per Technical Specificaion Clause 202 of specification of Rural Roads.
-
-
-
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I) Cement Mortar of any proportion
10
-
100
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Excavation in cutting in soil by manual means with lead upto 50m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
50
-
10
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Construction of embankment with materials obtained from roadway cutting Construction of embankment with approved materials deposted at site from roadway cutting and excavation from drain and foundation of other structures, graded and compacted to meet requrement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 of specification of rural roads.
570
-
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)
1012.5
-
10
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ii) For embankment work with a lead up to 1000m at OMC to meet 98% SPD (20% of total)
5998.47
-
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)
253.13
-
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)
1499.62
-
10
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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 301.4.of specification of Rural Roads
15568
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10
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Sand Compaction
Construction of Sub-grade of embankment of minimum 300mm thick with approved quality of medium sand, spreading in uniform layers with grader on prepared surface and compacting to required thickness in layers not exceeding 15cm to proper gradient and camber sprinking water at Saturation Moisture content, packing and compacting by rolling with smooth three wheel Road Roller layer by layer to achieve desired density including mending cracks and depressions complete as per direction of the Engineer-in-Charge including necessary corss bundhs in suitable intervals and side cover with good earth. Construction wing will add cost of supplying 1.20 cum of medium sand to arrive complete rate. Quantity of good earth to be added with the item of "earthwork in embankment", if required and as per direction of Engineer-in-charge. Payment to be made on Finished compacted volume of Sand.
204.61
-
10
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Construction of Embankment with jute geotextile
Construction of Sub-grade of embankment of minimum 300mm thick with approved quality of medium sand, spreading in uniform layers with grader on prepared surface and compacting to required thickness in layers not exceeding 15cm to proper gradient and camber sprinking water at Saturation Moisture content, packing and compacting by rolling with smooth three wheel Road Roller layer by layer to achieve desired density including mending cracks and depressions complete as per direction of the Engineer-in-Charge including necessary corss bundhs in suitable intervals and side cover with good earth. Construction wing will add cost of supplying 1.20 cum of medium sand to arrive complete rate. Quantity of good earth to be added with the item of "earthwork in embankment", if required and as per direction of Engineer-in-charge. Payment to be made on Finished compacted volume of Sand.
20460.8
-
10
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TOTAL BILL 1
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 1.16 SAME AS TOTAL AMOUNT OF BILL 1 2
1
-
-
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Bill No.2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Works
-
-
-
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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.
1270.29
-
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 .
1247.34
-
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 .
1247.34
-
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.
16631.1
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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.
16631.1
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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.
16631.1
-
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.
16631.1
-
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.
65.03
-
10
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TOTAL BILL 2
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 2.09 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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Hume Pipe Culvert (1x1000mm dia.) - 3 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.
131.43
-
100
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Plaim cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings and Technical Specifications of Rural Roads.
7.8
-
-
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Plain/reinforced cement concrete in substructure for Abutment/Pier Cap & Durtwall complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 - upto 5m height
-
-
-
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PCC Grade M-15 nominal mix (1:3:6).
80.58
-
10
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Bedding for Pipe
(iii) Type B (First Class)conc Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) as per direction of EIC.
9.9
-
10
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets including pumping out of water, lighting, barricading, protecting etc complete as pr vide clause 1106 of Specification of Rural Roads
1000mm dia
22.5
-
10
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Providing and laying filter meterial underneath pitching in slopes complete as per drawing and technical specification
5.43
-
10
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
(I) Stone / Bouldert of all other charges complete as per direction of EIC.
22.89
-
10
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Irrigation Conduit (1x300mm dia.) - 16 Nos.
-
-
-
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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.
120
-
100
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1.5m slab culvert :3 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.
350
-
10
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Plain/reinforced cement concrete in substructure for Abutment/Pier Cap & Durtwall complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 - upto 5m height
(I) PCC Grade M 15
26.9
-
10
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Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204.
216.06
-
10
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Cl. 614,709, 1204.3.7 of Specification of Rural Roads including curing complete .
132
-
10
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Filling in foundation trenches as per drawing and technical specification vide clause 305.3.9 of Specifications of Rural Roads complete.
163.38
-
10
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Providing and laying reinforced cement concrete (M25) in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 of Specification of Rural Roads including formwork and staging upto 5m, curing complete as per direction excluding cost of reinforcement.
6.51
-
10
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Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) in superstructure including cost of steel materials and carriage etc complete as per drawings and technical specifications Clauses 1002, 1010 and 1202 of Specifications of Rural Roads.
0.66
-
10
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Providing concrete plain/reinforced concrete (M15) in substructure for height upto 5m complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 of Specifications of Rural Roads including curing complete
8.07
-
10
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Drainage spouts complete as per MOST's drawing no. SD/205 complete in superstructure including providing drip mouldings and also including cost of supplying, fitting and fixing approved type of materials complete as per specification vide clause no. 2705 of MORTHH's specifications for road and bridge works
12
-
10
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20 mm thick Open Graded Premix Carpet using 60/70 penetration grade Bituminous binder
Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant , laying and rolling with a three wheel 80 to 100 kN static roller capacity finished to required level and grades as per Technical Specification clause 508 of Rural Roads including lighting,guarding barricading etc. complete.
24.75
-
10
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Seal Coat (Type B)
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 of Specification of Rural Roads.
24.75
-
10
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PCC Drain in Concrete Pavement 200m Stretches
-
-
-
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding 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 ect. complete as per Specification of Rural Roads .l other charges complete as per direction of EIC.
36.38
-
10
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Providing M25 Cement Concrete complete as per drawing and technical specification.
13.5
-
10
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Providing Close Eucalyptus ballah pilling consisting of (150mm &100 mm ) diameter ballah 50% each of length 3.0 m driven & Expose 1.5 m at 375 mm c/c and provided with two horizontal half splice 100 mm dia ballah runner fixed with nail & bolts etc and providing 2.5m long Eucalyptus ties of 2.7 m centre to centre fixed with tie post driven 3.0 m. Below G.L. including cost of all material and coal taring of all ballah etc complete as per direction.
481
-
10
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Boulder Sausage
Providing and laying boulder apron laid in wire crates with G.I wire (8/10 no.) conforming to IS: 4826 in 100mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg each complete.
124.74
-
10
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TOTAL BILL3
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 3.29 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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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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600mm Dia Circular sign fixed on single post
69
-
10
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600 mm eqilateral triangle sign fixed on single post
71
-
10
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Semi Reflective Traffic Signs: Providing and erecting direction and place identification of semi reflective sign boards as per IRC:67 made of 2 mm thick MS Sheet duly stove enameled paint white colour in front and gray colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineerring grade as per MORD specifications of required shade and colour.Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M15 grade cement concrete 450 x 450 x 600 mm , 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701 of Specification of Rural Roads.
2
-
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.
2
-
10
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Logo of PMGSY Project
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 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 lower most frame and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
-
10
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PMGSY Informatory Sign Board with Logo
Providing and fixing of typical PMGSY "Logo Board" / "Logo Board at Starting Point" as per drawing and specification of NRRDA having 1.6mm thick 2 nos. 1100 x 300mm MS plate facing both sides of the alignment duly welded all board with vertical square post and 2 nos horizontal M.S. flats on back, embedding leg of M.S. square post of 75 x 75 mm of 12 SWG sheet in M-15 grade cement concrete 600mm square size and 750 mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting on MS square, flats and back side of the MS sheets over a coat of primar and two coats of ready mixed oil bound approved brand synthetic enamel paint over a coat of epoxy coated priming on rear side of the MS plates with brands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect.
-
-
-
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(i)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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(i)Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
2
-
10
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Maintenance logo board (DLP)
1
-
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.
3
-
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.
11
-
10
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TOTAL BILL4
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 4.13 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
4.5
89685
1660.85
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Routine Maintenance after completion of construction works 2nd Year
4.5
99222
1837.45
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Routine Maintenance after completion of construction works 3rd Year
4.5
287187
5318.28
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Routine Maintenance after completion of construction works 4th Year
4.5
710418
13155.9
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Routine Maintenance after completion of construction works 5th Year
4.5
886428
16415.34
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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
2072942
2072942.28
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SUMMARY
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 6.02, 6.03, 6.04, 6.05, 6.06, 6.07 SAME AS TOTAL AMOUNT CORRESPONDING TO THAT SL. No.
-
-
-
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PART A '' Civil Works ''
-
-
-
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Site Clearance, Dismanteling and Earth Works
1
-
-
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Pavment Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Works
1
-
-
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Cross Drainage Structures (Culverts & Minor Bridges), Drains, Protection Works
1
-
-
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Traffic Signs, Marking and Road Appurtenances, Road Safety & Road Furniture
1
-
-
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Total for Civil Work
1
-
-
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Routine Maintenance " for 5 years "
1
2072942
2072942.28
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DISCOUNT OFFERED ON CIVIL WORKS IF ANY(AMOUNT IN RS.)
1
-
10
Evaluation Notes How It Works ?
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