Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_80617_3Bid Award Id
ViewTender No
BRIDGE TENDER ONLINE RWCSBP-13/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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i) Abutment Wells (7.5 m dia. )
12
-
21263.41
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ii) Piers 7.0dia. Wells
24
-
19177.38
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Construction of 6m. Dia R.C.C well sinking in soft rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.
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-
-
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i) Abutment Wells (7.5 m dia. )
10.6
-
213526.45
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ii) Piers 7.0dia. Wells
35.2
-
186005.27
... More
Construction of 6m. Dia R.C.C well sinking in Hard rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.
-
-
-
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i) Abutment Wells (7.5 m dia. )
2.4
-
430036.92
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ii) Piers 7.0dia. Wells
4.8
-
374609.94
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Reinforced Cement Concrete M 25 Grade using 20mm down graded chips in Foundation and Plinth
-
-
-
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i)WELL CURB (M25)
128.8
-
8986.15
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ii)WELL STEINING (M25) UPTO 3.0 MTR HT FROM WELL CURB TOP
330
-
7897.5
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iii)R.C.C. RAILING(M 25)
269
-
2132.71
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P.C.C. M-200 using 20mm down graded chips including cost,carriage, royality etc.
-
-
-
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i)WELL STEINING
1079.9
-
7830.15
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R.C.C. M-300 using 20mm down graded chips including cost,carriage, royality etc.
-
-
-
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ABUTMENT WELL CAP (M30)
289.1
-
7734.5
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RETURN WALL(RCC M30)
111.65
-
7734.5
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ABUTMENT (Shaft) (M30)
325
-
6611.7
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ABUTMENT (Cap) (M30)
18.7
-
7734.5
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DIRT WALLS (M30)
23.4
-
8812.35
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SUPER STRUCTURE (M30)
577
-
22611.15
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WEARING COAT (M30)
71.3
-
5488.9
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APPROACH SLAB (M30)
15.8
-
5938.05
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Cantiliver Portion Return wall
21.54
-
12225.65
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PCC M-15 grade using 40mm down graded chips in foundation and plinth etc.complete asper direction of the Engineer in charge.
-
-
-
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i)Cement concrete(1:2:4) using 10% extra cement in bottom plugging
265.1
-
4430.61
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ii)Cement concrete(1:2:4) in top plugging
55.59
-
4111.86
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Cutting,bending, binding &tying the grills & placing in position including cost &carriage of T.S. rods &binding wire etc.
2464
-
8681.87
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Providing ,fitting, fixing elastomeric bearing including cost & taxes etc.
384000
-
1.01
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Providing ,fitting, fixing strip seal expansion joints including cost & taxes etc.
45
-
9225.97
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Providing ,fitting, fixing C.I. grating to holes in deck slab including cost & taxes etc.
70
-
43.89
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Filling sand well watered inside the wells including all cost of carriages and materials etc.complete asper direction of the Engineer in charge.
1060
-
330.85
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Providing, fixing R.C.C. guard posts including cost, carriage of materials etc.
24
-
812.78
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Fixing of anchoring bars upto 25mm to 38mm dia in foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in charge excluding cost of M.S. rods .
165
-
92.75
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Levelling Hard rock surface under wells for piers & abutments
230.95
-
157.81
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Cement washing two coats including all cost , carriage & royality etc complete
1081.29
-
32.9
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Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm
329.32
-
140.15
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C.C (1:3:6) using 40 mm hg metal in foundation (A/R'2006 page 43 item 3)
7.88
-
5359.1
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PCC ( 1:2.5:5) using 12mm size h.g. chips including all cost , carriage & royality etc complete
148.5
-
4055.92
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Back filling in between abutments & wing walls including all costs, carriage & royality etc complete.
368.6
-
651.54
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Drainage Spouts complete as per drawing and Technical specification
70
-
816.05
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
90
-
137.85
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Providing and laying of Filter media with stone crushed aggregate (AOR 2006) Page-266
116.27
-
1495.5
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Earth work in cutting overburden earth in all kinds of soil within iniatial lead & lift including rough dressing , breaking clods etc complete.
116.18
-
179.3
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Cement concrete M15 (1:2:4)
67.77
-
4055.92
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Rough stone dry packing using 30cm &above size H.G. stone including cost, carriage of materials etc.
715.64
-
1357
... More
Providing and laying of Filter media with stone crushed aggregate (AOR 2006) Page-266
291.91
-
1489.69
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Clearing and Gurbing road land including up rooting wild vegitation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unservicable materials and stacking servicable materialsto be
8000
-
5.96
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Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge works (04th Revision)
12437.34
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132.52
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Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5 m transporting to site spreading grading, to required slope and compacted to meet the requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per t
5330.28
-
128.9
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, comp
276.55
-
761.35
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Construction of Sub grade 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 requirements of table No 300 - 2.
1200
-
152.88
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Providing laying spreding and compacting stone agregates of specific sizes to Water Bound Macadam specification including spreding in uniform thickness hand packing, rolling with 80-100KN roller in stages to proper grade & camber, applying & brooming, sto
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-
-
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WBM Grading-II
129.1
-
1781.86
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WBM Grading-III
129.1
-
1860.83
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Providing applying primer coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.60 kg/sqm on prepared granular surface to recive tack coat as per technical specification clause 503
1721.25
-
35.1
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Providing applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.30kg/sqm on prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503
1721.25
-
12.32
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Providing laying and rolling of open graded premix carpet of 20mm thick composed of 13.2mm-5.6mm agregate either using penitration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base includi
1721.25
-
183.04
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Providing and laying seal coat sealing the voids in a bitumenous surface laid to the specified levels, grade and cross fall as per technical specification clause 510
1721.25
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78.9
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Guard wall
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Earthwork in excavation in foundation in all kinds of soil within initial lead of 50m. and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge
564
-
179.3
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Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge.
56.4
-
330.85
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Random rubble H.G. stone Masonry in cement mortar (1:4) in foundation and plinth.
Per 1 cum.
634
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3472.3
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Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth
150.4
-
4231.91
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