Rural Works Department Tender
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Costs
EMD
₹ 66,194Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_ECBIH_89988_1Bid Award Id
ViewTender No
MMGSY-20-BANKA-2-02Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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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
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(i) Cement Concrete
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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)
1031.8
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134.21
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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)
289.21
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174.93
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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.
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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.
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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.
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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.
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Tack Coat
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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.
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Mix Seal Surfacing with Waste Plastic(Type B) Bituminous (S-90) By Mechanical Means
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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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.
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SUB HEAD : CC PAVEMENT
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Granular Sub-base below CC Pavement
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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.
106.33
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1603.7
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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.
79.75
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2491.97
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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
170.13
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5725.07
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BRICK SOLING ON THE EDGE OF CC PAVEMENT
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Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
139
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473.88
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SUB HEAD : ROAD FURNITURES , KM STONES , TRAFFIC & DIRECTION SIGN , MMGSY 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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(i) 5th km stone
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(ii) Km stone
2
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2089.51
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(iii) 200 m stone
1
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600.06
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Providing and fixing of retro 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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600 mm equilateral & triangle, OR
3
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1673.81
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600 mm circular , OR
2
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1735.03
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800 mm x 600 mm rectangular, OR
2
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1830
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900 mm side octagon, OR
2
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1922.55
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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
5
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8117.5
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
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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.
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface
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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.
55.6
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821.29
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Provision of 300 mm dia hume pipe for irrigation purpose
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Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification.
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Sand Filling in foundation Tenches as per drawing and technical specification.
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Providing and laying 300 mm Dia RCC pipe NP-3
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Planting of Trees and their Maintenance for one Year
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Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Plantation of Tree @ 20 m interval both side, Per Km (1000/20) x2=100 (Only in open area)
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Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete
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HUME PIPE CULVERT
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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.
36.62
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128.94
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Sand filling bedding Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
3.63
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1389.92
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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.
2.64
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4553.45
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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
26.51
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6111.49
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Providing and laying RCC pipe NP 3
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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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300 mm Pipe for irrigation
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600 mm Pipe in Single Row
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1000 mm Pipe in Single Row
7.5
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3958.84
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600 mm Pipe in Single Row
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1000 mm Pipe in Double Row
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1200 mm Pipe in Double Row
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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
31.97
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63.59
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Plastering with CM 1:4
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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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Protection work ( Apron )
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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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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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Slope Protection
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
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Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
20.64
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97.18
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Filling in foundation trenches as per drawing and technical specification clause 305.3.9
6.1
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478.08
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RCC CULVERT
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SUB HEAD: FOUNDATION
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Excavation for Structures
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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
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128.94
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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
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4553.45
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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
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5845.83
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Brick work in CM 1:3 in Substructure
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
33.19
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6111.49
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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
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150.3
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Providing weepholes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
36
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120.5
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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
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5621.66
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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
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50.17
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Backfilling behind abutment, wing wall and return wall complete with Sandy Materials as per drawings & technical specification Clause 1204.3.8
56.25
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1199.18
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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
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2432.42
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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
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347.35
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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
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6407.72
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
200
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51.37
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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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Parapet Wall
0.58
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5889.57
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Plastering with CM 1:4, 15mm thick on brickwork in superstructure as per technical specification clause 613.4 & 1204
6.01
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150.3
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Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6 % bitumen by weight.
15
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607.67
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Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
7.68
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97.18
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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
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4553.45
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Brick on edge laid in cement mortar (1:3)
2.03
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6879.55
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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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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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Slope Protection
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
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Total Counstration Cost
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1st Year Maintenance
-
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-
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Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
14.07
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351.03
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Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken)*1.25 times
78.19
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56.55
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Repair of Pot holes filled with 75 mm WBM X 1.5
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-
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ii) Patch repair on already filled pot holes with 75 mm BM with 20 mm Mix Seal Surfacing (Type B) as per drawing and technical specifications Clauses 1904.2, 508 and 510.
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I) Repair to potholes and removal of loose materials, trimming of sides cleaning of surface, providing tack coat, 20 mm thick Mix Seal Surfacing (Type B) as per drawing and technical specification clause 1904.2, 503 & 508.1
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-
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Maintenance of Earthen Drains
-
-
-
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Maintenance of C/D Works
2
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1130.67
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Maintenance of Road signs
0.03
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1080.73
... More
Maintenance of 200 m and km stones
0.03
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482.54
... More
(I)Cutting of branches of trees and shrubs
-
-
-
... More
(ii) Cutting of shrubs from roadway
-
-
-
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(iii) Trimming of grass and weeds
-
-
-
... More
White washing of parapet walls of CD work and tree truncks
42
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16.41
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Maintenance of Road Marking BT Pavement
-
-
-
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Maintenance of Road Marking PCC Pavement
-
-
-
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2nd Year Maintenance
-
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-
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Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
16.89
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351.03
... More
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken)*1.25 times
93.83
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56.55
... More
Repair of Pot holes filled with 75 mm WBM X 1.5
-
-
-
... More
ii) Patch repair on already filled pot holes with 75 mm BM with 20 mm Mix Seal Surfacing (Type B) as per drawing and technical specifications Clauses 1904.2, 508 and 510.
-
-
-
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I) Repair to potholes and removal of loose materials, trimming of sides cleaning of surface, providing tack coat, 20 mm thick Mix Seal Surfacing (Type B) as per drawing and technical specification clause 1904.2, 503 & 508.1
-
-
-
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Maintenance of Earthen Drains
-
-
-
... More
Maintenance of C/D Works
2
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1130.67
... More
Maintenance of Road signs
0.03
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1080.73
... More
Maintenance of 200 m and km stones
0.04
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482.54
... More
(I)Cutting of branches of trees and shrubs
-
-
-
... More
(ii) Cutting of shrubs from roadway
-
-
-
... More
(iii) Trimming of grass and weeds
-
-
-
... More
White washing of parapet walls of CD work and tree truncks
42
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16.41
... More
Maintenance of Road Marking BT Pavement
-
-
-
... More
Maintenance of Road Marking PCC Pavement
-
-
-
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Maintenance of Already Planted Trees for additional four Years-Maintenance of trees by the road side (Avenue trees) by mixing the soil with decayed farm yard/sludge manure, watering, fixing the tree guard and maintaining the plants for additional four years.
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-
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3rd Year Maintenance
-
-
-
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Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
19.7
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351.03
... More
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken)*1.25 times
109.46
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56.55
... More
Repair of Pot holes filled with 75 mm WBM X 1.5
-
-
-
... More
ii) Patch repair on already filled pot holes with 75 mm BM with 20 mm Mix Seal Surfacing (Type B) as per drawing and technical specifications Clauses 1904.2, 508 and 510.
-
-
-
... More
I) Repair to potholes and removal of loose materials, trimming of sides cleaning of surface, providing tack coat, 20 mm thick Mix Seal Surfacing (Type B) as per drawing and technical specification clause 1904.2, 503 & 508.1
-
-
-
... More
Maintenance of Earthen Drains
-
-
-
... More
Maintenance of C/D Works
2
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1130.67
... More
Maintenance of Road signs
0.04
-
1080.73
... More
Maintenance of 200 m and km stones
0.05
-
482.54
... More
(I)Cutting of branches of trees and shrubs
-
-
-
... More
(ii) Cutting of shrubs from roadway
-
-
-
... More
(iii) Trimming of grass and weeds
-
-
-
... More
White washing of parapet walls of CD work and tree truncks
42
-
16.41
... More
Maintenance of Road Marking BT Pavement
-
-
-
... More
Maintenance of Road Marking PCC Pavement
55.6
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821.29
... More
Maintenance of Already Planted Trees for additional four Years-Maintenance of trees by the road side (Avenue trees) by mixing the soil with decayed farm yard/sludge manure, watering, fixing the tree guard and maintaining the plants for additional four years.
-
-
-
... More
4th Year Maintenance
-
-
-
... More
Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
22.52
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351.03
... More
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken)*1.25 times
125.1
-
56.55
... More
Repair of Pot holes filled with 75 mm WBM X 1.5
-
-
-
... More
ii) Patch repair on already filled pot holes with 75 mm BM with 20 mm Mix Seal Surfacing (Type B) as per drawing and technical specifications Clauses 1904.2, 508 and 510.
-
-
-
... More
I) Repair to potholes and removal of loose materials, trimming of sides cleaning of surface, providing tack coat, 20 mm thick Mix Seal Surfacing (Type B) as per drawing and technical specification clause 1904.2, 503 & 508.1
-
-
-
... More
Maintenance of Earthen Drains
-
-
-
... More
Maintenance of C/D Works
2
-
1130.67
... More
Maintenance of Road signs
0.04
-
1080.73
... More
Maintenance of 200 m and km stones
0.05
-
482.54
... More
(I)Cutting of branches of trees and shrubs
-
-
-
... More
(ii) Cutting of shrubs from roadway
-
-
-
... More
(iii) Trimming of grass and weeds
-
-
-
... More
White washing of parapet walls of CD work and tree truncks
42
-
16.41
... More
Maintenance of Road Marking BT Pavement
-
-
-
... More
Maintenance of Road Marking PCC Pavement
-
-
-
... More
Maintenance of Already Planted Trees for additional four Years-Maintenance of trees by the road side (Avenue trees) by mixing the soil with decayed farm yard/sludge manure, watering, fixing the tree guard and maintaining the plants for additional four years.
-
-
-
... More
5th Year Maintenance
-
-
-
... More
Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
25.33
-
351.03
... More
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken)*1.25 times
140.74
-
56.55
... More
Repair of Pot holes filled with 75 mm WBM X 1.5
-
-
-
... More
ii) Patch repair on already filled pot holes with 75 mm BM with 20 mm Mix Seal Surfacing (Type B) as per drawing and technical specifications Clauses 1904.2, 508 and 510.
-
-
-
... More
I) Repair to potholes and removal of loose materials, trimming of sides cleaning of surface, providing tack coat, 20 mm thick Mix Seal Surfacing (Type B) as per drawing and technical specification clause 1904.2, 503 & 508.1
-
-
-
... More
Maintenance of Earthen Drains
-
-
-
... More
Maintenance of C/D Works
2
-
1130.67
... More
Maintenance of Road signs
0.04
-
1080.73
... More
Maintenance of 200 m and km stones
0.07
-
482.54
... More
(I)Cutting of branches of trees and shrubs
-
-
-
... More
(ii) Cutting of shrubs from roadway
-
-
-
... More
(iii) Trimming of grass and weeds
-
-
-
... More
White washing of parapet walls of CD work and tree truncks
42
-
16.41
... More
Maintenance of Road Marking BT Pavement
-
-
-
... More
Maintenance of Road Marking PCC Pavement
55.6
-
821.29
... More
Maintenance of Already Planted Trees for additional four Years-Maintenance of trees by the road side (Avenue trees) by mixing the soil with decayed farm yard/sludge manure, watering, fixing the tree guard and maintaining the plants for additional four years.
-
-
-
... More
Total Maintenance Cost
-
-
-
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ADD GST @ 12 %
1
-
351474
... More
ADD LABOUR CESS @ 1 %
1
-
29290
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