Rural Development Department Tender
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Costs
EMD
₹ 3,53,491Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_93899_4Bid Award Id
ViewTender No
Road Tender Online RWCSBP-22/2023-24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
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Construction of Granular sub-base Gr.-III by providing well graded material, spreading in uniform layers with grader on prepared surface, mixing by mix in place method if required with rotavator, to achieve PI value less than 6 and compacting at OMC with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401, of MORD specification for Rural roads and as per direction of the Engineer-in-Charge.
2948.4
3235397
1097.34
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Providing and laying , spreading and compacting stone aggregates of specific size for Water Bound Macadam as per specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to propper grade and camber, applying and brooming, crushable screening / stone screening , binding materials to fill-up the interstices of course aggregate, watering and compacting to the required density as perTechnical Specification Clause 405 of MORD specification for Rural roads by manual means and as per direction of Engineer-in-charge.
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-
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i) Grading No.-II
1207.09
3137468
2599.2
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ii) Grading No.-III
1207.09
3280025
2717.3
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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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD for low porosity surface and as per the direction of the Engineer-in-charge.
16102.01
562604
34.94
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD and as per the direction of the Engineer-in-charge
16102.01
202563
12.58
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD by manual means i.e., without paver finisher and as per the direction of the Engineer-in-charge.
16102.01
3075000
190.97
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 of MORD with S-65 grade bitumen laid by manual means I.e., without chips spreader and as per the direction of the Engineer-in-charge.
16102.01
1285906
79.86
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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge.
12480
147014
11.78
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Dismantling of Structures
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 scassolding wherever necessary, soring 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 of MORD by manual means.
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-
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Cement concrete
3.75
1592
424.59
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Stone masonary with cement mortar.
24
8180
340.87
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Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing and technical specification Clause 305 of MORD specification for Rural roads includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.
1703.55
255992
150.27
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Filling in Foundation Trenches with sand as per drawing and technical specification Clause 305.3.9 & 1108 of MoRD and as per the direction of the Engineer-in-charge.
467.94
808071
1726.87
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Providing & filling manually with selected sand in layers not exceeding 150mm thick including levelling, watering, compacting with all leads & lifts with cost , conveyance, taxes all labour , T & P required for the work for finished item of work and as per direction of EIC.
47.93
57436
1198.34
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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-
-
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M-10 Nominal mix (1:3:6)
257.13
1437246
5589.57
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M-15 Nominal mix (1:2.5:5) Sub Structure
925.02
4681387
5060.85
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PCC M20 Nominal mix (1:2:4) Super Structure
26.03
145163
5576.76
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PCC Nominal mix (1:2:4)
39.38
220726
5605.04
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R.C.C. M25 using 12mm size chips including centering, shuttering cost conveyance, royality, taxes etc. of all materials complete as per drawing & technical specification Clause 802, 803, 1202 & 1203.
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-
-
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Superstructure
335.13
2358557
7037.74
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 of MORD specification for Rural roads and as per direction of the Engineer-in-Charge.
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-
-
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RCC Box Cell & Drain
280.97
2503316
8909.55
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Construction of RCC railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between certical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3.
96.52
211882
2195.22
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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 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
261
42472
162.73
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Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
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-
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600mm dia (Single row)
7.5
24610
3281.39
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900mm dia (Single row)
67.5
419164
6209.85
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900mm dia (Double row)
60
372591
6209.85
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1300 of MoRD and as per the direction of the Engineer-in-charge.
8.93
15793
1768.64
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Rough dry packing in approns and revetment with hg stones (15cm to 30cm). as per the direction of the Engineer-in-charge.
132
253125
1917.62
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Back filling with granular material behind abutment, wing and return wall complete as per drawings and technical specification as per the direction of the engineer-in-charge.
126.75
99236
782.93
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,
202.5
1265254
6248.17
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Part-C (Logo sign board)
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-
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Providing and fixing of typical Trip 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. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 of MoRD and as per direction of the Engineer-in-charge.
2
16519
8259.72
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Reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 of MoRD and as per the direction of the Engineer-in-charge.
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-
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ii) Ordinary kilometer stone
6
12906
2151.16
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iii) 200 mtr stone
18
11592
644.04
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Providing and fixing of speed breaker ,semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet 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 Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1700, 300 & 800 of MoRD and as per the direction of the Engineer-in-charge.
40
63185
1579.64
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Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technival Specification Clause
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-
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200mm dia RCC guard post
300
197406
658.02
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Providing and fixing of typical Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1.
3
42238
14079.57
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Road marking with Hot applied thermoplastic compound with Reflectorising Glass beads on bituminous surface by providing and laying of hot applied thermoplastic compound 2.5mm thick including Reflectorising glass beads @ 250gms per sqm area thickness of 2.5mm.is exclusive of surface applied glass beads The finished surface to be level uniform and free from streaks and holes as per IRC: 35
832
327125
393.18
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Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
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-
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1st year
92.4
28457
307.98
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2nd year
198.95
61272
307.98
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3rd year
250
76995
307.98
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4th year
395.2
121713
307.98
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5th year
395.2
121713
307.98
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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.
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-
-
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1st year
332.8
12113
36.4
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2nd year
478.4
17413
36.4
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3rd year
562.89
20489
36.4
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4th year
832
30284
36.4
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5th year
832
30284
36.4
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
-
-
-
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1st year
374.4
5432
14.51
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2nd year
518.09
7517
14.51
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3rd year
562.89
8167
14.51
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4th year
832
12072
14.51
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5th year
832
12072
14.51
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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.
-
-
-
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1st year
459.6
130572
284.1
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2nd year
549.2
156027
284.1
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3rd year
717.81
203929
284.1
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4th year
748.77
212725
284.1
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5th year
748.77
212725
284.1
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Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.
-
-
-
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1st year
14
19391
1385.09
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2nd year
14
19391
1385.09
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3rd year
14
19391
1385.09
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4th year
14
19391
1385.09
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5th year
14
19391
1385.09
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Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.
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-
-
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1st year
4.46
3219
721.84
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2nd year
4.46
3219
721.84
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3rd year
4.46
3219
721.84
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4th year
4.46
3219
721.84
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5th year
4.46
3219
721.84
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Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
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1st year
5
680
136.03
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2nd year
11
1496
136.03
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3rd year
11
1496
136.03
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4th year
12
1632
136.03
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5th year
12
1632
136.03
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Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
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1st year
74
619
8.37
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2nd year
128
1071
8.37
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3rd year
132
1104
8.37
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4th year
136
1138
8.37
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5th year
136
1138
8.37
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Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
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1st year
678.23
2430
2.79
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2nd year
871.15
2506
2.79
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3rd year
898.31
2581
2.79
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4th year
925.34
2581
2.79
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5th year
925.34
2581
2.79
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