Rural Works Department Tender
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Rural Works Department - RWD Tender
Eprocure
Opening Date10 Apr 2018
Closing Date18 Apr 2018
Tender Amount₹ 1,81,78,428
Costs
EMD
₹ 3,63,569Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_ECBIH_61343_1Bid Award Id
ViewTender No
MMGSY-18-ARERAJ-128Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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 m as per Technical Specification Clause 202.
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(i) Cement Concrete M-15 & M-20
12.05
5439
451.4
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(ii) Reinforced Cement Concrete
8.22
9155
1113.79
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Removing all types of Hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 .
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A) Upto 600 mm dia
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B) Above 600 mm to 900 mm dia Hume Pipe
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C) Above 900 mm dia Hume Pipe
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m. (RATE OF SUM OF 3.3 AND 3.5)
4245.98
473044
111.41
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Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 . RATE TF SUM 302 & 305)
1820
266338
146.34
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
997.71
147631
147.97
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Construction of granular sub-base grade-I by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density including cost ,carriage and labour cess of all material complete as per Technical Specification Clause 401.
798.46
2324245
2910.91
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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.
415.86
1455152
3499.14
... More
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means including cost, carriage, and labour cess of all material as per Technical Specification Clause 502.
5544.9
267153
48.18
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Tack Coat
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-
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5544.9
89106
16.07
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Mix Seal Surfacing (Type B)
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-
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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509.
5544.9
928438
167.44
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SUB HEAD : CC PAVEMENT
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Granular Sub-base below CC Pavement
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-
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For Grading I Material
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.
336.33
979026
2910.91
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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 three wheel 80-100 kN static roller 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.
426.09
1490948
3499.14
... More
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, 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 (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, 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, construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical
909
6829307
7512.99
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SUB HEAD : ROAD FURNITURES , KM STONES , TRAFFIC & DIRECTION SIGN , PMGSY LOGO
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Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
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-
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(i) 5th km stone
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-
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(ii) Km stone
4
10354
2588.67
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(iii) 200 m stone
12
8252
687.71
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Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2.
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-
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600 mm equilateral & triangle, OR
5
9147
1829.41
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600 mm circular , OR
4
7565
1891.45
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800 mm x 600 mm rectangular, OR
2
3975
1987.68
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900 mm side octagon, OR
2
4162
2081.46
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Direction sign
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-
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Providing and erectig direction and place identification semi reflective sign board as per IRC:67 made of 2 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 70 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg square tube of 3050mm height duly strengthened by 25mmx5mm MS flat iron on edges on back firmly concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2.
1
2951
2951.16
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(I)Providing and Fixing 'Logo' of MMGSY Project
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Providing and fixing of typical MMGSY 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 5m size on back on edges. The lower plate has been 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 has been 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 has been welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. has been stove enameled on both sides. Lettering and printing arrows, border etc. has been painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube has been painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
8587
8587.26
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(II)Providing and Fixing Maintenance Board
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Providing and fixing of typical Maintenance Board 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 5m size on back on edges. The lower plate has been 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 has been 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 has been welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. has been stove enameled on both sides. Lettering and printing arrows, border etc. has been painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube has been painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
8587
8587.26
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( III ) Providing and Fixing 'Logo Board'
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Providing and fixing of typical MMGSY Title Information board with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate has been welded with MS angle iron frame of 25 mm x 25 mm x 5 mm . The angle iron frame of the lower plate and flat iron frame of top plate has been welded to one no. 75mm x 75mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level .The topmost diamond plate has been welded to lower plate by 47 mm x 47mm of 12 swg steel sheet tube . All MS has been stove enamelled on both sides . Lettering and printing arrows , border etc. has been painted with ready mixed synthetic enamel paint of superior quality in required shade and colour . All sections of framed posts and steel tube has been painted with primer and two coats of epoxy paint as per dwg. clause 1701 & annexure 1700-1.
1
3000
3000
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( IV ) Providing & Fixing of LOGO of "Citizen Information Board"
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Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates has been welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates has been welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. has been stoved enamelled on both sides . Lattering and printing arrows , border etc. has been painted with ready mixed synthetic enamel paint of superior quality in required shade and colour . All sections of framed posts and steel tube has been painted with primer and two coats of epoxy paint as per dwg. clause 1701 & annexure 1700-1.
1
9500
9500
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
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-
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
292.8
246487
841.83
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface
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-
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
300
283500
945
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Provision of 300 mm dia hume pipe for irrigation purpose
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-
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Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification.
12.65
3246
256.67
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Sand Filling in foundation Tenches as per drawing and technical specification.
2.53
1444
570.81
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Providing and laying 300 mm Dia RCC pipe NP-3
37.5
32001
853.36
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HUME PIPE CULVERT
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-
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Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out const. of shoring and bracing, removal of stumps and other delitarious matter, and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in treanches with excavated suitable material.
73.24
18798
256.67
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Granular Sub-base bedding Granular Sub-base with Well Graded Material (Table 400.1) ( By mix in place method )
7.26
21133
2910.91
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PCC grade M 15 in Head Wall Foundation Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,&1203.
5.29
31211
5900.08
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Brick masonry work in cement mortar 1:3 in substructure complete excepting pointing and plastering including cost, carriage of all material and labour cess, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
53.02
360997
6808.71
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Providing and laying RCC pipe NP 3
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-
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Providing and laying reinforced cement concrete pipe NP3 for culverts on cement concrete bedding including fixing collar with cement mortor 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets clauses 1106.
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-
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300 mm Pipe for irrigation
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-
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600 mm Pipe in Single Row
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-
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1000 mm Pipe in Single Row
15
60498
4033.22
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1200 mm Pipe in Single Row
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-
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1000 mm Pipe in Double Row
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-
-
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1200 mm Pipe in Double Row
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-
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Providing pointing with CM 1:3 on brickwork including cost, carriage of all material and labour cess as per technical specification clause 613.4
63.95
4081
63.83
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Plastering with CM 1:4
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-
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Plastering with CM 1:4, 15mm thick on brickwork in substructure as per technical specification clause 613.4 & 1204 (Applied only in Parapet)
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-
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Protection work ( Apron )
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-
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Providing and laying boulder apron for bed protection with stone boulders of minimumsize and weight as per table 1300.1 no fragment weighing not less than 25 Kg laid dry complete as per drawing and technical specification clause 1301.
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-
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Slope Protection
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
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-
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Slope Protection
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
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-
-
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Filling in foundation trenches as per drawing and technical specification clause 305.3.9
12.2
6963
570.81
... More
RCC CULVERT
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-
-
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SUB HEAD: FOUNDATION
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-
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Excavation for Structures
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-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
88.41
22692
256.67
... More
PCC GRADE M15 in open Foundation
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
11.14
65726
5900.08
... More
Brick Masonry in CM 1:3 in foundation Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
54.63
356676
6528.95
... More
Random Rubble Stone Masonry in CM 1:3 for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204
33.19
225981
6808.71
... More
Plastering with cement mortar (1:4) ;15mm thick on brickwork in substructure as per drawing and technical specification Clauses 613.4 and 1204
51.14
9873
193.06
... More
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 Clauses 614, 709, 1204.3.7
36
4417
122.72
... More
RCC GRADE M-20 in Substructure Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
3.36
23694
7052.08
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
141.12
9220
65.34
... More
Backfilling behind abutment, wing wall and return wall complete with Sandy Materials as per drawings & technical specification Clause 1204.3.8
56.25
177323
3152.42
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
21.06
62397
2962.86
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
12
5425
452.11
... More
Providing and laying reinforced cement concrete M25 in superstructure including cost, carriage and labour cess of all materials as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
3.31
26216
7920.41
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
200
13278
66.39
... More
Brick work in CM 1:4 in Superstructure
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
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-
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Parapet Wall
0.58
3799
6550.97
... More
Plastering with CM 1:4, 15mm thick on brickwork in superstructure as per technical specification clause 613.4 & 1204
6.01
1160
193.06
... More
Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6 % bitumen by weight.
15
8003
533.57
... More
PCC GRADE M 15 in Floor Protection & Foundation
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
3.04
17936
5900.08
... More
Brick on edge laid in cement mortar (1:3)
2.03
17837
8787.01
... More
Protection work ( Apron )
-
-
-
... More
Providing and laying boulder apron for bed protection with stone boulders of minimumsize and weight as per table 1300.1 no fragment weighing not less than 25 Kg laid dry complete as per drawing and technical specification clause 1301.
-
-
-
... More
Slope Protection
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
-
-
-
... More
Slope Protection
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
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-
-
... More
1st Year Maintenance
-
-
-
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Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
74.12
23732
320.19
... More
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken)*1.25 times
411.75
20962
50.91
... More
Repair of Pot holes filled with 75 mm WBM X 1.5
-
-
-
... More
Patch repair on already filled pot holes
-
-
-
... More
Repair to potholes and removal of loose materials
34.31
8882
258.88
... More
Maintenance of Earthen Drains
-
-
-
... More
Maintenance of C/D Works
3
3313
1104.35
... More
Maintenance of Road signs
0.3
321
1070.25
... More
Maintenance of 200 m and km stones
0.36
174
484.95
... More
(I)Cutting of branches of trees and shrubs
3
313
104.48
... More
(ii) Cutting of shrubs from roadway
15
96
6.42
... More
(iii) Trimming of grass and weeds
37
79
2.14
... More
White washing of parapet walls of CD work and tree truncks
63
1011
16.05
... More
2nd Year Maintenance
-
-
-
... More
Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
88.94
28477
320.19
... More
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken)*1.25 times
494.1
25154
50.91
... More
Repair of Pot holes filled with 75 mm WBM X 1.5
-
-
-
... More
Patch repair on already filled pot holes
-
-
-
... More
Repair to potholes and removal of loose materials
68.63
17765
258.88
... More
Maintenance of Earthen Drains
-
-
-
... More
Maintenance of C/D Works
3
3313
1104.35
... More
Maintenance of Road signs
0.36
385
1070.25
... More
Maintenance of 200 m and km stones
0.44
213
484.95
... More
(I)Cutting of branches of trees and shrubs
3
313
104.48
... More
(ii) Cutting of shrubs from roadway
15
96
6.42
... More
(iii) Trimming of grass and weeds
37
79
2.14
... More
White washing of parapet walls of CD work and tree truncks
63
1011
16.05
... More
3rd Year Maintenance
-
-
-
... More
Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
103.76
33222
320.19
... More
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken)*1.25 times
576.45
29347
50.91
... More
Repair of Pot holes filled with 75 mm WBM X 1.5
7.72
3239
419.58
... More
Patch repair on already filled pot holes
102.94
24783
240.76
... More
Repair to potholes and removal of loose materials
102.94
26648
258.88
... More
Maintenance of Earthen Drains
-
-
-
... More
Maintenance of C/D Works
3
3313
1104.35
... More
Maintenance of Road signs
0.44
470
1070.25
... More
Maintenance of 200 m and km stones
0.53
257
484.95
... More
(I)Cutting of branches of trees and shrubs
3
313
104.48
... More
(ii) Cutting of shrubs from roadway
15
96
6.42
... More
(iii) Trimming of grass and weeds
37
79
2.14
... More
White washing of parapet walls of CD work and tree truncks
63
1011
16.05
... More
4th Year Maintenance
-
-
-
... More
Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
118.58
37968
320.19
... More
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken)*1.25 times
658.8
33539
50.91
... More
Repair of Pot holes filled with 75 mm WBM X 1.5
10.29
4319
419.58
... More
Patch repair on already filled pot holes
137.25
33044
240.76
... More
Repair to potholes and removal of loose materials
137.25
35531
258.88
... More
Maintenance of Earthen Drains
-
-
-
... More
Maintenance of C/D Works
3
3313
1104.35
... More
Maintenance of Road signs
0.44
470
1070.25
... More
Maintenance of 200 m and km stones
0.53
257
484.95
... More
(I)Cutting of branches of trees and shrubs
3
313
104.48
... More
(ii) Cutting of shrubs from roadway
15
96
6.42
... More
(iii) Trimming of grass and weeds
37
79
2.14
... More
White washing of parapet walls of CD work and tree truncks
63
1011
16.05
... More
5th Year Maintenance
-
-
-
... More
Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
133.41
42716
320.19
... More
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken)*1.25 times
741.15
37731
50.91
... More
Repair of Pot holes filled with 75 mm WBM X 1.5
12.87
5398
419.58
... More
Patch repair on already filled pot holes
171.56
41305
240.76
... More
Repair to potholes and removal of loose materials
171.56
44414
258.88
... More
Maintenance of Earthen Drains
-
-
-
... More
Maintenance of C/D Works
3
3313
1104.35
... More
Maintenance of Road signs
0.44
470
1070.25
... More
Maintenance of 200 m and km stones
0.71
344
484.95
... More
(I)Cutting of branches of trees and shrubs
3
313
104.48
... More
(ii) Cutting of shrubs from roadway
15
96
6.42
... More
(iii) Trimming of grass and weeds
37
79
2.14
... More
White washing of parapet walls of CD work and tree truncks
63
1011
16.05
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