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
₹ 4,95,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_WBSRD_66063_3Bid 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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Girth above 300 mm to 600 mm
15
-
10
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Girth above 600 mm to 900 mm
6
-
10
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Dismantling of existing structures like culverts, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 of specification of Rural Roads.
-
-
-
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Upto 300 mm dia Hume Pipe
10
-
10
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1000 mm and above dia Hume Pipe
4
-
10
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry including unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. As per technical specifications clause 202., Cement mortar of any proportion
35
-
10
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per technical specifications clause 202, Plain cement concrete and Cement Concrete Blocks
18
-
10
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Construction of embankment, sub-grade, shoulder, etc. with approved material obtained from borrow pits with a lift up to 1.5 m, trasporting to site, throwing the same in not more than 25 cm (loose) thick layers and compaction by Power Roller each layer of soil up to 30 cm below the sub-grade level at OMC to meet 98% of SPD and the top 30 cm 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, 300,2 including cost of proper arrangement for stripping off the grass shods, weeds, quality control, scarifying existing ground and original ground as per specification and direction of the Engineer-in-Charge including all taxes, royalties, cees, etc., including cost of lighting, guarding, and barricading, protecting, etc.
-
-
-
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Subgrade (100 % PD) Lead 1000 m
2423.53
-
1
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Subgrade (100 % PD) Lead 50 m
9694.11
-
10
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Embarkment (98% PD) Lead 50 m
188.2
-
1
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Embarkment (98% PD) Lead 1000 m
47.05
-
10
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TOTAL BILL 1
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 1.15 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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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 and Table No 400.1 of specification of Rural roads. Grade-II
-
-
-
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GSB Bottom layer
1253.67
-
10
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GSB Top layer
1160.81
-
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 .
1451.01
-
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 .
1451.01
-
10
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Providing and applying primer coat with bitumen emulsion (SS-1) of approved quality @ 0.85 kg/sqm on prepared surface of granular base including cleaning of road surface
19346.85
-
10
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Providing and applying tack coat with bitumen emulsion (RS-1) of approved quality @ 0.225 kg/sqm using emulsion distributor the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of specification of Rural Roads
19346.85
-
10
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Providing, laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2mm and 11.2mm size crushed stone chipping of approved quality @ 0.018cum/sqm and 0.009 cum/sqm respectively and 1.46kg of bitumen (VG-30) per sqm either using to required line, grade and level to surf as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100kn static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508.of specification of Rural Roads including lighting, guarding, barricading etc. complete.
19346.85
-
10
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using (Type B) materials of bitumen (VG 30) @ 0.68 Kg/sqm and grit(passing 2.36mm sieve and retained on 180 micron sieve) @ 0.006 cum/sqm as per Technical Specification Clause 510 of specification of Rural Roads
19346.85
-
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.
162.68
-
10
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 and Table No 400.1 of specification of Rural roads. Grade-II
135.56
-
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.) - 5 Nos.
-
-
-
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Filling Silver Sand in foundation trenches for necessary cushioning to the pipe (300 mm) as per drawing / direction and as per clause 305.3.9 of a specification of Rural road , MORD …….., protecting etc.complete.
3.75
-
100
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Providing and laying Reinforced Cement concrete pipe NP3 (as per design in single row 300 mm dia) for culverts on first class bedding of granular material in single row including fixing collar with cement morter 1:2 but excluding excavation , protection work, backfilling, concrete and masonary work in head wall and parates including pumping out water, lighting, barricating, protecting etc. complete as per vide clause 1106 of specifications of Rural Rads MORD.
50
-
10
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0.5 m slab culvert : 5 Nos.
-
-
-
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Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of strumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and backfilling in trenches with excavated suitable material including balling out/ pumpung out water from foundation tracks and providing nominal shoring as directed
93.75
-
10
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Providing Plain cement concrete (M-10) in open foundations with graded Stone chips, coarse sand and approved brand of cement complete as per drawing and direction and Technical Specifications clauses 802, 803, 1202 & 1203; including cost of curing, staging, shuttering, bailing out water, lighting, barricading, protecting etc.
16.5
-
10
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Providing Concrete for Plain/Reinforced Concrete (M-15) foundations / substructure including cost of form work as and where necessary, curing complete as per drawing and technical Specifications Clauses 802, 803, 1202, 1203 of Specification of Rural Roads
58.27
-
10
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Providing R.C.C. grade M-20 as per approved mix deasign (by trial mix at site / laboratory) using welgraded stone chips, coarse sand and approved brand cement as per drawing & direction following Clauses 800,1205.4,&1205.5 of Specification of Rural Roads, MORD including cost of staging, shuttering, curing, lighting, barricading , protecting and including cost of all metirials, labour charges and all other incidental costs. In Foundation
4.22
-
10
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Providing R.C.C. grade M-25 as per approved mix deasign (by trial mix at site / laboratory) using welgraded stone chips, coarse sand and approved brand cement as per drawing & direction following Clauses 800,1205.4,&1205.5 of Specification of Rural Roads, MORD including cost of staging, shuttering, curing, lighting, barricading , protecting and including cost of all metirials, labour charges and all other incidental costs.
9.38
-
10
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Supplying, fitting and placing HYSD bar reinforcement in substructure strightening bar and cuttng to proper sizes bending, binding with black annealed wire complete as per drawing and direction following the Clauses 1002, 1005, 1010 & 1202 of Specification Rural Roads, MORD including cost of steel and other meterials labour charges and including lighting, guarding, barricading complete.
0.6
-
10
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15 mm thick Plastering with Cement and sand Mortar (1:4), in substructure as per clauses 613.4 & 1204 of Specifications of Rural Roads, MORD; including cost of curing, staging, lighting, barricading, protecting etc.
176.19
-
10
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Neat cement punning on cement plaster surface; including cost of staging, curing, lighting, barricading, protecting etc.
176.19
-
10
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Providing weepholes in brick 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 1:20 (V:H) towards drawing face complete with filter materials as per drawing and technical Specifications Clauses 614, 709, 1204.3.7; including cost of staging, lighting, barricading, protecting etc complete.
50
-
10
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1.5 m slab culvert : 1 No.
-
-
-
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Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of strumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and backfilling in trenches with excavated suitable material including balling out/ pumpung out water from foundation tracks and providing nominal shoring as directed
84.62
-
10
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Providing Plain cement concrete (M-10) in open foundations with graded Stone chips, coarse sand and approved brand of cement complete as per drawing and direction and Technical Specifications clauses 802, 803, 1202 & 1203; including cost of curing, staging, shuttering, bailing out water, lighting, barricading, protecting etc.
10.58
-
10
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Brick Masonry work in cement mortar (1 : 4) for foundation and substructure complete as per drawing and technical specifications Clauses 602,603,604, 1202 & 1204 of Specification of Rural Roads including curing complete. , In superstructure
43.53
-
10
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Providing R.C.C. grade M-20 as per approved mix deasign (by trial mix at site / laboratory) using welgraded stone chips, coarse sand and approved brand cement as per drawing & direction following Clauses 802, 804, 805, 806, 807, 1202 & 1203 of Specification of Rural Roads, MORD including cost of staging, shuttering, curing, lighting, barricading , protecting and including cost of all metirials, labour charges and all other incidental costs. In Superstructure
5.27
-
100
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Providing R.C.C. grade M-25 as per approved mix deasign (by trial mix at site / laboratory) using welgraded stone chips, coarse sand and approved brand cement as per drawing & direction following Clauses 800,1205.4,&1205.5 of Specification of Rural Roads, MORD including cost of staging, shuttering, curing, lighting, barricading , protecting and including cost of all metirials, labour charges and all other incidental costs.
3.31
-
10
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Supplying, fitting and placing HYSD bar reinforcement in superstructure strightening bar and cuttng to proper sizes bending, binding with black annealed wire complete as per drawing and direction following the Clauses 1002, 1005, 1010 & 1202 of Specification Rural Roads, MORD including cost of steel and other meterials labour charges and including lighting, guarding, barricading complete.
0.78
-
10
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15 mm thick Plastering with Cement and sand Mortar (1:4), in substructure as per clauses 613.4 & 1204 of Specifications of Rural Roads, MORD; including cost of curing, staging, lighting, barricading, protecting etc.
75.42
-
10
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Neat cement punning on cement plaster surface; including cost of staging, curing, lighting, barricading, protecting etc.
75.42
-
10
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Filling in back of abutmont wall with sand as per drawing and direction following clause 305.3.9 of Specification of Rural Roads, MORD; including cost of all materials, labour charges, staging, shuttering, curing, lighting, barricading, protecting etc.including cost of bailing out of water, lighting, barricading pritecting etc.complete.
17.33
-
10
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Providing weepholes in brick 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 1:20 (V:H) towards drawing face complete with filter materials as per drawing and technical Specifications Clauses 614, 709, 1204.3.7; including cost of staging, lighting, barricading, protecting etc complete.
24
-
10
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Supply, fitting and fixing R.C. guard post 1.37 m. long with cement concrete 1 : 2 : 4 with graded stone chips of 13.2 mm down (of approved quality) casting, curing complete including cost of providing 4 Nos. of 12 mm dia MS rods of length 1.54 m as main reinforcement and 6 Nos. of round shaped 6 mm dia MS rods used as binders; the placing of the 1st binder should be at 75 mm below the top finished surface and the other 5 Nos. of binders should be placed at 245 mm C/C ;
12
-
10
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plaster / concrete surface as per drawind and Technical Specification Clause 1701 of specification of Rural Roads.
67.3
-
10
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Masonry Side Drain
-
-
-
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Earthwork in excavation of Foundation trenches in all sorts of soil (including mixed soil but excluding stony and moorum soil) including removing, spreading or stacking the spoils within a lead of 150 metres as directed and including trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing or pumping out water etc. as required complete, depth of excavation not exceeding 1 metre below average bed level at the site of excavation and including shoring if required.
282.1
-
10
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Filling in foundation and back of abutmont wall with sand as per drawing and direction following clause 305.3.9 of Specification of Rural Roads, MORD; including cost of all materials, labour charges, staging, shuttering, curing, lighting, barricading, protecting etc.including cost of bailing out of water, lighting, barricading pritecting etc.complete.
40.3
-
10
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Providing Plain cement concrete (M-10) in open foundations with Nalhati variety graded Stone chips, coarse sand and approved brand of cement complete as per drawing and direction and Technical Specifications clauses 802, 803, 1202 & 1203; including cost of curing, staging, shuttering, bailing out water, lighting, barricading, protecting etc.
40.3
-
10
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Brick Masonry work in 1:4 cement mortar in foundation complete rate per cum complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 of Specification of Rural Roads and including cost of curing.
100.75
-
10
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15 mm thick Plastering with Cement and sand Mortar (1:4),in substructure as per clauses 613.4 & 1204 of Specifications of Rural Roads, MORD; including cost of curing, staging, lighting, barricading, protecting etc.
806
-
100
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Neat cement punning on cement plaster surface; including cost of staging, curing, lighting, barricading, protecting etc.
806
-
10
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Eucalyptus Bullah Piling Work
-
-
-
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Supplying 10 cm dia Eucalyptus ballah at work site including dressing & making one end pointed (dia of ballah measured at 1.5m from the thicker end).
3494.4
-
10
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Labour for driving 10 cm diaSal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.
1820.14
-
10
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Labour for fitting and fixing 10 cm dia sulbullah as ties and runners including necessary nails bolts and nuts.
866.67
-
10
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Coal tarring on wooden surface including cost of materilas.
1097.22
-
10
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Dumping of earthen Bag for walling (considering 6 x 2 bags x 2 row per 1.2 m ) i.e. 20 nos. / r.m.
3563.73
-
10
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Bamboo pile walling made of 6.5 cm. to 7.5 cm. dia bamboo (in single line) driven about half length into the ground, at a very close spacing of 15 cm c/c side by side including necessary bamboo ties, stays etc. and lining the exposed portion with sheets made from cut drums fitted and fixed complete as per direction (excluding the cost of drums only but including the cost of cutting the same and flattening the sheets) and including the cost of nails wires etc and carriage of drums of drum sheets from Deptt. godown to work site.
43
-
10
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TOTAL BILL 3
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 3.42 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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Construction of 5th Kilometer Stone (Pre-cast): Providing Reinforced cement concrete M 15 grade Kilometer 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
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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.
6
-
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.
21
-
10
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Title Information Board (fig. no 2). 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 × 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm × 25mm × 25mm × 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm × 75mm of 12 SWG sheettubes posts duly embedded in cement concrete M-15 grade blocks of 450mm × 450mm × 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm × 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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Citizens Information Board' & Logo' of PMGSY Project. (fig. no. 3 & 4). Providing and fixing typical "Citizen's Information Board" with Logo of PMGSY as per NRRDA Specifications and drawing having two nos MS plate of 1.6 mm thick 900mm × 750mm size each duly welded with 2 Nos. vertical and 4 Nos. horizontal M.S flat 50 mm × 6 mm size on back. The ends of the M.S flats to be welded with 2 × 2450 mm × 1150 mm frame of M.S square 75mm × 75mm of 12 SWG sheet, two legs of M.S square posts to be embedded in cement concrete M-15 grade of 600 mm × 600mm size and 750 mm below the ground lavel and keeping 50 mm height above the ground lavel, two coats of Epoxy painting on MS square, flats and backside of 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 rearside of the M.S plates with Bands and lettering of different approved shades as directed as shown in the aproved design with oil bound ready mixed synthetic paint and providing 70 mm × 70 mm size PMGSY Logo.The rate of each Board is inclusive is inclusive of M.S square, M.S flats, M.S plates, cost of M-15 Cement Concrete, all labour and welding charges, cost of all paintings and primer, Cost of Carrige & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by the Engineering - in - Charge including cost of protection, barricading, lighting etc.
3
-
10
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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. 600x600 mm MS plate and 1.6mm thick 2 nos. 1100x300mm MS plate facing both sides of the alognment duly welded all Board with vertical square Post and 2 nos. horizontal MS flats on back, embedding leg of MS square post of 75 x 75mm of 12 SWG sheet in M-15 grade cement concrete 600mm square size and 750m 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 primer and two coats of ready mixed oil bound approved brand synthetic oil bound paint over a coat of Epoxy coated priming on rearside of the MS plates with Bands 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. At starting point
1
-
10
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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. 600x600 mm MS plate and 1.6mm thick 2 nos. 1100x300mm MS plate facing both sides of the alognment duly welded all Board with vertical square Post and 2 nos. horizontal MS flats on back, embedding leg of MS square post of 75 x 75mm of 12 SWG sheet in M-15 grade cement concrete 600mm square size and 750m 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 primer and two coats of ready mixed oil bound approved brand synthetic oil bound paint over a coat of Epoxy coated priming on rearside of the MS plates with Bands 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. , As per fig. 5
3
-
10
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Providing and creating direction & place identification of semi-reflective sign board as per IRC-67 made of 2mm MS sheet duly stove enameled paint white colour in front & gray colour on back with reflective border of 70mm wide & required massage, letters, figures with reflective tape of engineering grade as per MORD specification of required shade & colour. Supported & welded on 2 nos. 47mm x 47mm of 12 SWG square tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 0.168 cum/sqm (450mm x 450mm x 600mm), 600mm below ground level as per approved drawings and technical specification clause 1701of Specification of Rural Roads.
10
-
10
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Providing and fixing of semi-reflective cautionary, mandatory and informatory sign as per IRC-67 made of 1.5 mm MS sheet duly stove white colour in front & gray on Back with red reflective border of 65 mm wide & required letters & figures with feflective tape engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade & colour supported & welded on 47mm x 47mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete of 0.126 cum (450mm x 450mm x 600mm), 600mm below ground level as per drawings and technical specification clause 1701.2.2.
-
-
-
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900 mm equilateral triangle
17
-
10
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600 mm X 600 mm square
12
-
10
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600 mm circular
12
-
10
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Supply, fitting and fixing R.C. guard post 1.37 m. long with cement concrete 1 : 2 : 4 with graded stone chips of 13.2 mm down (of approved quality) casting, curing complete including cost of providing 4 Nos. of 12 mm dia MS rods of length 1.54 m as main reinforcement and 6 Nos. of round shaped 6 mm dia MS rods used as binders; the placing of the 1st binder should be at 75 mm below the top finished surface and the other 5 Nos. of binders should be placed at 245 mm C/C ; the guard post is of octagonal section with inscribed circle of diameter 24 cm at the base tapering to corresponding dimensions of 16 cm 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 bands in white/tannery yellow and black to 90 cm. Length standing up above ground after mending good damages if any during striking of shuttering, making hole in ground of 47 cm depth and 30 cm minimum dia, fixing the guard post in the same hole and repacking the earth thoroughly so as to keep the guard post
168
-
100
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Providing . rumble strips covered with premix bituminous carpet 20 mm high at centre to centre followed by type 'B' seal coat, 250mm wide each and placed 1 metre centre to centre at approved locations to control speed, marked with 30 cm wide white strips of road marking paint placed 30 cm centre to centre along the alignment.
159.38
-
100
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TOTAL BILL 4
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 4.15 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
5.3
147834
2324
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Routine Maintenance after completion of construction works 2nd Year
5.3
163229
2566.01
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Routine Maintenance after completion of construction works 3rd Year
5.3
425690
6691.98
... More
Routine Maintenance after completion of construction works 4th Year
5.3
523440
8228.65
... More
Routine Maintenance after completion of construction works 5th Year
5.3
1886539
29656.98
... More
TOTAL BILL 5
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 5.06 SAME AS TOTAL AMOUNT OF BILL 5
1
3146734
3146734.24
... More
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.
-
-
-
... More
' Civil Works ''
-
-
-
... 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
1
-
-
... More
Routine Maintenance " for 5 years "
1
3146734
3146734.24
... More
DISCOUNT OFFERED ON CIVIL WORKS IF ANY(AMOUNT IN RS.)
1
-
10
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