Rural Works Department Tender
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Rural Works Department - RWD Tender
Eprocure
Opening Date10 Apr 2018
Closing Date18 Apr 2018
Tender Amount₹ 1,76,72,362
Costs
EMD
₹ 3,53,447Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_ECBIH_61340_1Bid Award Id
ViewTender No
MMGSY-18-ARERAJ-127Tender 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 202.
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-
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(i) Cement Concrete M-15 & M-20
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-
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(ii) Reinforced Cement Concrete
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-
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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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-
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A) Upto 600 mm dia
45
7277
161.72
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B) Above 600 mm to 900 mm dia Hume Pipe
7.5
1640
218.68
... More
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)
1757.59
195813
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)
753
110194
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.
1305.96
193242
147.97
... More
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.
753.19
2242284
2977.05
... 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.
356.78
1275156
3574.07
... 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.
4757.1
229292
48.2
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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.
4757.1
76494
16.08
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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.
4757.1
803426
168.89
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SUB HEAD : CC PAVEMENT
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-
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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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-
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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.
103.77
308928
2977.05
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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.
241.45
862959
3574.07
... 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
515.1
3901820
7574.88
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SUB HEAD : ROAD FURNITURES , KM STONES , TRAFFIC & DIRECTION SIGN , PMGSY LOGO
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-
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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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(ii) Km stone
4
10421
2605.49
... More
(iii) 200 m stone
8
5525
690.69
... More
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
3
5513
1837.88
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600 mm circular , OR
5
9499
1899.92
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800 mm x 600 mm rectangular, OR
4
7984
1996.15
... More
900 mm side octagon, OR
2
4179
2089.93
... More
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
2959
2959.86
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(I)Providing and Fixing 'Logo' of MMGSY Project
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-
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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
8601
8601.51
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(II)Providing and Fixing Maintenance Board
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-
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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
8601
8601.51
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( III ) Providing and Fixing 'Logo Board'
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-
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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.
251.2
211467
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.
170
160650
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.
10.12
2597
256.67
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Sand Filling in foundation Tenches as per drawing and technical specification.
2.02
1153
570.81
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Providing and laying 300 mm Dia RCC pipe NP-3
30
25116
837.21
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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.
256.36
65799
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 )
25.44
75736
2977.05
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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.
18.52
110286
5954.98
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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
185.57
1264694
6815.19
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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
52.5
209683
3993.98
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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
223.84
14305
63.91
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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
42.72
24385
570.81
... 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
63.59
20359
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
353.25
17983
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
29.44
7663
260.33
... More
Maintenance of Earthen Drains
-
-
-
... More
Maintenance of C/D Works
7
7730
1104.35
... More
Maintenance of Road signs
0.21
224
1070.25
... More
Maintenance of 200 m and km stones
0.25
121
484.95
... More
(I)Cutting of branches of trees and shrubs
3
313
104.48
... More
(ii) Cutting of shrubs from roadway
13
83
6.42
... More
(iii) Trimming of grass and weeds
32
68
2.14
... More
White washing of parapet walls of CD work and tree truncks
147
2359
16.05
... More
2nd Year Maintenance
-
-
-
... More
Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
76.3
24430
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
423.9
21580
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
58.88
15326
260.33
... More
Maintenance of Earthen Drains
-
-
-
... More
Maintenance of C/D Works
7
7730
1104.35
... More
Maintenance of Road signs
0.25
267
1070.25
... More
Maintenance of 200 m and km stones
0.32
155
484.95
... More
(I)Cutting of branches of trees and shrubs
3
313
104.48
... More
(ii) Cutting of shrubs from roadway
13
83
6.42
... More
(iii) Trimming of grass and weeds
32
68
2.14
... More
White washing of parapet walls of CD work and tree truncks
147
2359
16.05
... More
3rd Year Maintenance
-
-
-
... More
Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
89.02
28503
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
494.55
25177
50.91
... More
Repair of Pot holes filled with 75 mm WBM X 1.5
6.62
2840
428.83
... More
Patch repair on already filled pot holes
88.31
21391
242.22
... More
Repair to potholes and removal of loose materials
88.31
22990
260.33
... More
Maintenance of Earthen Drains
-
-
-
... More
Maintenance of C/D Works
7
7730
1104.35
... More
Maintenance of Road signs
0.32
342
1070.25
... More
Maintenance of 200 m and km stones
0.38
184
484.95
... More
(I)Cutting of branches of trees and shrubs
3
313
104.48
... More
(ii) Cutting of shrubs from roadway
13
83
6.42
... More
(iii) Trimming of grass and weeds
32
68
2.14
... More
White washing of parapet walls of CD work and tree truncks
147
2359
16.05
... More
4th Year Maintenance
-
-
-
... More
Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
101.74
32576
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
565.2
28774
50.91
... More
Repair of Pot holes filled with 75 mm WBM X 1.5
8.83
3786
428.83
... More
Patch repair on already filled pot holes
117.75
28521
242.22
... More
Repair to potholes and removal of loose materials
117.75
30653
260.33
... More
Maintenance of Earthen Drains
-
-
-
... More
Maintenance of C/D Works
7
7730
1104.35
... More
Maintenance of Road signs
0.32
342
1070.25
... More
Maintenance of 200 m and km stones
0.38
184
484.95
... More
(I)Cutting of branches of trees and shrubs
3
313
104.48
... More
(ii) Cutting of shrubs from roadway
13
83
6.42
... More
(iii) Trimming of grass and weeds
32
68
2.14
... More
White washing of parapet walls of CD work and tree truncks
147
2359
16.05
... More
5th Year Maintenance
-
-
-
... More
Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
114.45
36645
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
635.85
32371
50.91
... More
Repair of Pot holes filled with 75 mm WBM X 1.5
11.04
4733
428.83
... More
Patch repair on already filled pot holes
147.19
35651
242.22
... More
Repair to potholes and removal of loose materials
147.19
38317
260.33
... More
Maintenance of Earthen Drains
-
-
-
... More
Maintenance of C/D Works
7
7730
1104.35
... More
Maintenance of Road signs
0.32
342
1070.25
... More
Maintenance of 200 m and km stones
0.51
247
484.95
... More
(I)Cutting of branches of trees and shrubs
3
313
104.48
... More
(ii) Cutting of shrubs from roadway
13
83
6.42
... More
(iii) Trimming of grass and weeds
32
68
2.14
... More
White washing of parapet walls of CD work and tree truncks
147
2359
16.05
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