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
₹ 1,34,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
WB13ADB65
Description
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Contact
Tender Id
2018_WBSRD_68008_41Bid 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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i) Plain Cement Concrete.
5
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10
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ii) Reinforcement Cement Concrete.
2
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10
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Dismantling of existing structures comprising of Brick Masonry/Rubble Masonry incl. disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per TS Clause 202 of specification of Rural Roads.
18
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10
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Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads.
-
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-
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i) Up to 600 mm diameter.
25
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10
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i) Above 1000 mm diameter.
10
-
10
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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and ungles when and where necessary.
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i) Depth up to 150 mm.
4617
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10
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i) For each additional Depth of 150mm and part thereof.
4617
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10
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Construction of Sub-grade of embankment of minimum 300mm thick with approved quality of Fine 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.
1385.1
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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)
1033.51
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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)
258.38
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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)
1488.55
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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)
372.14
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10
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TOTAL BILL 1
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 1.18 SAME AS TOTAL AMOUNT OF BILL 1
1
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-
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Bill No.2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Works
-
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-
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Labour for picking up existing metal Road Surface to a specified average depth including screening and staking the pavement materials.
For average depth above 40mm but not exceeding 75 mm by manual means.
Brick /Jhama metal By Manual Means V/p-257 ,It-4.b.ii PWD ( R) Schedule
3225
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10
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Construction of granular sub-base by providing well graded Reuse material(Collecting from Existing Road Bed), spreading in uniform layers with Tractor Mount Grader on prepared surface mixing by mix in place method with rotovator and compaction with three wheel 80-100 KN static Roller capacity to acheive the desired density as per specification contained in clause 401 of Specification Rural Roads,MORD 1.(Location of density Test as per No.256 of IRC- SP20.2002)
Reuse of excavated Material
212.39
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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. Grading-II Brick Bats & Sand (70:30)
417.06
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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 .
327.04
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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 .
327.04
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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.
4360.5
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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.
4360.5
-
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.
4360.5
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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 A, Type B and Type C as per Technical Specification Clause 510
By Manual Means, Using Bitumen (S-65)
4360.5
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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. & thickness 170 mm.
95.63
-
10
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TOTAL BILL 2
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 2.11 SAME AS TOTAL AMOUNT OF BILL 2
1
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-
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Bill No. 3: Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
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-
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Irrigation Conduit (1x300mm dia.) - 3 Nos.
-
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-
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Pipe Culvert (1x0.300m)-3 No.: Earthwork in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104 including setting out construction of shorting and bracing, removal of stumps and other deleterious matter and dressing of sides and bottom and backfilling with approved material.
4.32
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100
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Pipe Culvert (1x0.300m)- 3 No.: Providing and laying reiforcemented cement concrete Pipe NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation , protection work , backfilling concrete and masotry work in head wall and parapets walls and parapet as per specification .
30
-
100
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Hume Pipe Culvert (1x1000mm dia.) - 3 No.
-
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-
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Hume Pipe Culvert (1x1000mm dia.) - 3 No.: Earthwork in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104 including setting out construction of shorting and bracing, removal of stumps and other deleterious matter and dressing of sides and bottom and backfilling with approved material including pumping out water, lighting, barricading, protecting etc. complete as per Specification of Rural Roads.
93.51
-
100
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Hume Pipe Culvert (1x1000mm dia.) - 3 No.: Providing plan cement Concrete M 15 nominal mix in levelling course below open foundation of head walls incl. cost of form work as & where necessary curing complete as per face wall.
8.13
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10
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Hume Pipe Culvert (1x1000mm dia.) - 3 No.: (i) Type B Bedding Laying (First class) bedding on well compacted sand, moorum or approved granular material as per clause 1105 (ii) of specification of rural roads.
7.68
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10
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Hume Pipe Culvert (1x1000mm dia.) - 3 No.: Brick masonry work concrete in cement mortar in foundation complete excluding pointing and plastering as per drawings and technical specifications Clauses 600,1202 & 1203 Foundation (4:1)
78.27
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10
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Hume Pipe Culvert (1x1000mm dia.) -3 No.: Plastering with cement mortar (1:4), 15 mm thick on BW as per drawing and technical specification clause 613,4,1204 of specification of Rural Roads including clearing complete.
113.64
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10
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Hume Pipe Culvert (1x1000mm dia.) - 3 No.: Providing and laying reiforcemented cement concrete Pipe NP-3 for culverts on bedding in single row including pumping out water, lighting, barricading, protecting etc complete 1000 dia Pipe.
22.5
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10
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PCC Drain in Concrete Pavement Stretches
-
-
-
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Plain cement concrete line drain (2 x 150)m: 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.
27
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10
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Plain cement concrete line drain (2 x 150)m: Providing and laying reinforced cement concrete in foundation as per drawing and technical specifications clauses 800, 1205.4 & 1205.5 P.C.C gread M 15
27
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10
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Masonry Surface Drain 30 m
-
-
-
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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.
13.5
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10
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Providing Plain Cement Concrete M15 nominal mix in levelling course below open foundation of head walls incl. cost of form work as & where necessary curing complete as per drawing and TS Clause 1109 of specification of Rural Roads.
2.25
-
10
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Brick Masonry work in cement mortar in foundation of head wall complete excluding pointing and plastering as per drawing and technical specification clause 1109
9
-
10
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Plastering with cement mortar (1:4),12 mm thick in foundation of head wall complete excluding pointing and plastering as per drawing and technical specification clause 1109
52.5
-
10
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Neat Cement puning on cement Plaster surface including cost of cement, labour curing and all other incidential charges.
52.5
-
10
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Close UC bullah piling 80 m.
Providing close Eucalyptus bullah piling consisting of 150 mm dia (50%) & 100 mm dia (50%) bullah of length 2.40 mtr (1.5 driven & .900 mtr Exposed) at 375 mm c/c & provided with two horizontal half splice 100 mm dia bullah runner fixed with nail & bolts etc. and providing 2.50 mtr long Eucalyptus ties of 2.70 mtr center to center fixed with tie post driven 1.50 mtr Below G.L. including cost of all material and two cost of coaltaring of all bullah etc. complete as per direction.
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a) Supplying 15 cm dia Eucalyptus Bullah work site including dressing & making one end pointed
512
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10
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b) Supplying 10 cm dia Eucalyptus Bullah work site including dressing & making one end pointed
708
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10
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c) Labour for driving 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 apliances and all tackles .
-
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-
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i) Driving Main pile 100mm dia
320
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10
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ii) Driving Main pile 100mm dia
364
-
10
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d) Labour for fitting & fixing 100 mm to 130mm dia as ties and runners including necessary nail bolts and nuts .
233.6
-
10
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e) Two coat coal taring on wooden surfece including cost of materials.
476
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10
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f) Supplying empty cement bags with Earth and Placing them in position including laying and swing mouth in all incidential charges but including cost of Earth & Gunny bags.
1760
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10
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TOTAL BILL 3
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 3.29 SAME AS TOTAL AMOUNT OF BILL 3
1
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-
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Bill No.4 Traffic Signs, Markings and Road Appartenances, Road Safety & Road Furniture
-
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Providing Rumble strips covered with premix bituminous carpet 20 mm high at center followed by Type-B seal coat, 250 mm wide each and placed 1 m center to center at approved locations to control speed, marked with 30 cm wide white strips of road marking paint placed 60 cm center to center along the alignment
63.75
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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
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600 mm Equilateral Triangle sign fixed on single post.
7
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10
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600 mm dia Circular sign fixed on single post.
4
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10
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Providing inter section improvement.
-
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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.Grading-II Laterite & Sand .
4.69
-
10
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. W.B.M. Grade-II
2.81
-
10
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. W.B.M. Grade-III
2.81
-
10
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Prime coat 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 specificationClause502.
37.5
-
10
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Tack coat 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 .
37.5
-
10
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20 mm thick open-graded premix carpet using Bituminous (penetration grade/modified bitumin ) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
37.5
-
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 A, Type B & Type C as per technical specification Clause 510 . By Manual means , Using bitumen ( S-65)
37.5
-
10
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Providing and fixing of typical PMGSY " Logo board" / " Logo board at starting point" as per Drawing and specification of NABARD having 1.6mm thick 2 nos. 600mm x 600mm MS plate &1.6 mm thick 2 nos. 1100 x 300 MS Plate facing both side of the alignment duly welded all Board with vertical square post & 2 nos. horizontal MS flats on back , embedding legs of MS square post of 75mm x 75mm of 12 SWG sheet in M - 15 grade cement concrete 600 mm square size & 750 mm below ground level & keeping 50 mm height above the ground level, two coats of Epoxy painting on MS square , flatsand back side of the MS sheets over a coat of primer & two coats of ready mixed oil bound approved brand synthetic oil bound paint over acoat of Epoxy coated priming on rear side of the MS plates with bands & Lettering of different shades & sizes as directed & specified in the approved design with oil bound ready mixed synthetic paint complete in all. The rate of each board is inclusiv of MS square , MS flats , MS plates , all labour, fabricating & welding charges . Cost of all paintings & primer , cost of carriage & fixing & all other incidental charges in this regard to complete in all respect maintaining line & level as directed by the Engineer - in - charge including cost of protection , barricading, lighting etc.
-
-
-
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Logo Board at starting point (As per fig. of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10
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Logo Board (As per fig. of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
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 lower most plate 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 top most 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.
1
-
10
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Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NABARD 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. The rate of each board is inclusiv of MS square , MS flats , MS plates , cost of M - 15 cement concrete. all labour & welding charges . Cost of all paintings & primer , cost of carriage & fixing & all other incidental charges in this regard to complete in all respect maintaining line & level as directed by the Engineer - in - charge including cost of protection, barricading, lighting etc.
2
-
100
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Providing and fixing km stones: Reinforced cement concrete M 15 grade 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
-
-
-
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Ordinary Kilometer Stone (Pre-cast)
4
-
10
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200 Meter Stone (Pre-cast)
8
-
10
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TOTAL BILL 4
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 4.21 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
1.3
29120
1866.67
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Routine Maintenance after completion of construction works 2nd Year
1.3
33443
2143.81
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Routine Maintenance after completion of construction works 3rd Year
1.3
84284
5402.87
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Routine Maintenance after completion of construction works 4th Year
1.3
104148
6676.19
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Routine Maintenance after completion of construction works 5th Year
1.3
355964
22818.22
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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
606961
606961.05
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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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'' 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
-
-
... More
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
606961
606961.05
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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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