Rural Works Department Tender
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Costs
EMD
₹ 1,76,165Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_ECBIH_61331_1Bid Award Id
ViewTender No
MMGSY-18-ARERAJ-123Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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Documents
BOQ Items
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
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-
-
(ii) Reinforced 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)
1775.9
197853
111.41
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)
761
111364
146.34
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.
940.47
139161
147.97
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.
752.65
2203337
2927.44
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.
392
1379008
3517.88
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.
5226.75
252190
48.25
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.
5226.75
84098
16.09
Mix Seal Surfacing (Type B)
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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.
5226.75
877780
167.94
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.
37.11
108637
2927.44
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.
99.42
349747
3517.88
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
212.1
1597619
7532.39
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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-
(i) 5th km stone
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-
-
(ii) Km stone
3
7782
2594.15
(iii) 200 m stone
7
4820
688.68
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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-
-
600 mm equilateral & triangle, OR
1
1832
1832.17
600 mm circular , OR
3
5682
1894.21
800 mm x 600 mm rectangular, OR
2
3980
1990.44
900 mm side octagon, OR
2
4168
2084.23
Direction sign
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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
2954
2954
(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
8591
8591.91
(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
8591
8591.91
( 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
( 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
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.
276
232345
841.83
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.
70
66150
945
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.
10.12
2597
256.67
Sand Filling in foundation Tenches as per drawing and technical specification.
2.02
1153
570.81
Providing and laying 300 mm Dia RCC pipe NP-3
30
25671
855.73
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.
73.24
18798
256.67
Granular Sub-base bedding Granular Sub-base with Well Graded Material (Table 400.1) ( By mix in place method )
7.26
21253
2927.44
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
31306
5917.99
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
361199
6812.52
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
15
60584
4038.94
1200 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
63.95
4085
63.88
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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-
-
Filling in foundation trenches as per drawing and technical specification clause 305.3.9
12.2
6963
570.81
1st Year Maintenance
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-
-
Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
69.86
22369
320.19
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken)*1.25 times
388.13
19759
50.91
Repair of Pot holes filled with 75 mm WBM X 1.5
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-
-
Patch repair on already filled pot holes
-
-
-
Repair to potholes and removal of loose materials
32.34
8389
259.4
Maintenance of Earthen Drains
-
-
-
Maintenance of C/D Works
2
2208
1104.35
Maintenance of Road signs
0.17
181
1070.25
Maintenance of 200 m and km stones
0.21
101
484.95
(I)Cutting of branches of trees and shrubs
3
313
104.48
(ii) Cutting of shrubs from roadway
14
89
6.42
(iii) Trimming of grass and weeds
35
74
2.14
White washing of parapet walls of CD work and tree truncks
42
674
16.05
2nd Year Maintenance
-
-
-
Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
83.84
26843
320.19
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken)*1.25 times
465.75
23711
50.91
Repair of Pot holes filled with 75 mm WBM X 1.5
-
-
-
Patch repair on already filled pot holes
-
-
-
Repair to potholes and removal of loose materials
64.69
16779
259.4
Maintenance of Earthen Drains
-
-
-
Maintenance of C/D Works
2
2208
1104.35
Maintenance of Road signs
0.21
224
1070.25
Maintenance of 200 m and km stones
0.26
126
484.95
(I)Cutting of branches of trees and shrubs
3
313
104.48
(ii) Cutting of shrubs from roadway
14
89
6.42
(iii) Trimming of grass and weeds
35
74
2.14
White washing of parapet walls of CD work and tree truncks
42
674
16.05
3rd Year Maintenance
-
-
-
Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
97.81
31317
320.19
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken)*1.25 times
543.38
27663
50.91
Repair of Pot holes filled with 75 mm WBM X 1.5
7.28
3070
421.89
Patch repair on already filled pot holes
97.03
23411
241.28
Repair to potholes and removal of loose materials
97.03
25169
259.4
Maintenance of Earthen Drains
-
-
-
Maintenance of C/D Works
2
2208
1104.35
Maintenance of Road signs
0.26
278
1070.25
Maintenance of 200 m and km stones
0.31
150
484.95
(I)Cutting of branches of trees and shrubs
3
313
104.48
(ii) Cutting of shrubs from roadway
14
89
6.42
(iii) Trimming of grass and weeds
35
74
2.14
White washing of parapet walls of CD work and tree truncks
42
674
16.05
4th Year Maintenance
-
-
-
Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
111.78
35790
320.19
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken)*1.25 times
621
31615
50.91
Repair of Pot holes filled with 75 mm WBM X 1.5
9.7
4093
421.89
Patch repair on already filled pot holes
129.38
31215
241.28
Repair to potholes and removal of loose materials
129.38
33559
259.4
Maintenance of Earthen Drains
-
-
-
Maintenance of C/D Works
2
2208
1104.35
Maintenance of Road signs
0.26
278
1070.25
Maintenance of 200 m and km stones
0.31
150
484.95
(I)Cutting of branches of trees and shrubs
3
313
104.48
(ii) Cutting of shrubs from roadway
14
89
6.42
(iii) Trimming of grass and weeds
35
74
2.14
White washing of parapet walls of CD work and tree truncks
42
674
16.05
5th Year Maintenance
-
-
-
Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) - 1.25 times
125.75
40263
320.19
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken)*1.25 times
698.63
35567
50.91
Repair of Pot holes filled with 75 mm WBM X 1.5
12.13
5117
421.89
Patch repair on already filled pot holes
161.72
39019
241.28
Repair to potholes and removal of loose materials
161.72
41949
259.4
Maintenance of Earthen Drains
-
-
-
Maintenance of C/D Works
2
2208
1104.35
Maintenance of Road signs
0.26
278
1070.25
Maintenance of 200 m and km stones
0.42
203
484.95
(I)Cutting of branches of trees and shrubs
3
313
104.48
(ii) Cutting of shrubs from roadway
14
89
6.42
(iii) Trimming of grass and weeds
35
74
2.14
White washing of parapet walls of CD work and tree truncks
42
674
16.05
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