Rural Works Department Tender
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Costs
EMD
₹ 5,94,726Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RWD_137120_1Tender No
BR-01R-149Tender Authority
Rural Works Department ViewPurchaser Address
-
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BOQ Items
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
13.9
94
1320.22
Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 100 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
508.37
94
48284.98
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts up to1.5m , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification clause 301 .5 After Using 70% of Cutting matterials as filling Balance earthwork for embankment work at OMC at meet 97% SPD(20% of Embankment Matterial) 80% qty from 100mlead
5922.18
170
1009790.91
20%qty from 1000m lead
1909.55
237
452849.78
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts up to1.5m , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification clause 301 .5 After Using 70% of Cutting matterials as filling Balance earthwork for embankment work at OMC at meet 97% SPD(20% of Embankment Matterial) 80% qty from 100mlead
6683.9
240
1606675.88
20%qty from 1000m lead
1241.98
240
298547.15
For Grading I Material :- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
696.21
3773
2627071.85
Add For Extra Widenning @2%of total volm
34.76
3773
131163.04
WBM Grading 2 ( By Manual Means) :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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.By Mechnical Means
633.38
5884
3726845.92
Add For Extra Widenning @2%of total volm
13.79
5884
81141.19
WBM Grading 3 (By Mechanical Means) :- 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
689.63
5170
3565642.26
Add For Extra Widenning @2%of total volm
13.79
5170
71299.4
Prime Coat (Low porosity) :- 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 502.0f Specification of Rural Roads
9195
50
468577.2
Add For Extra Widenning @2%of total volm
183.9
50
9371.54
Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.0f Specification of Rural Roads
9195
17
160728.6
Add For Extra Widenning @2%of total volm
183.9
17
3214.57
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 either Type A or Type B or Type C as per Technical Specification Clause 508.
9195
235
2162664
Add For Extra Widenning @2%of total volm
183.9
235
43253.28
Seal Coat ( Type B) :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels,grade and cross fail using type A ,Type-B,and Type-C as per technical Specification clause 510of specification of rural roads case ii:Type-B
9195
70
652569.15
Add For Extra Widenning @2%of total volm
183.9
70
13051.38
For Grading I Material :- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
23.63
3773
89165.21
Cement Concrete Pavement :- 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,near approaches to bridge/culvert and 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
85.5
8529
729234.63
Traffic Sign: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. (900 mm equilateral triangle,
3
4602
13807.98
600 mm circular
52
5980
311002.64
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:8, fixed in position including painting and printing as per drawing and Technical Specification Clause 1703.(II)Ordinary Kilometre Stone (Precast )
3
2929
8787.69
(II)200m stone (Precast)
11
791
8710.24
Providing and fixing of Logo pmgsy 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 will be 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 will be 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 will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. 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
2
11496
22993.58
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.
115.18
370
42683.4
PCC M 10 (1:2.5:5) Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
4.16
7578
31525.89
PCC M 15 (1:3.6) Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
6.26
7219
45192.76
PCC Grade (M-20 ) :- Plain/reinforced cement concrete in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
124.27
8143
1011935.58
PCC Grade (M-20 ) :- Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
32.88
8745
287540.2
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
3.73
65827
245537.88
Pointing with cement mortar (1:3 ) on brick work in sub-structure as per Drawing Technical Specifications Cluse 613.3and 1204
15.93
223
3556.85
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , 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
152
99
15131.6
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
87.98
4087
359615.61
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
74.68
533
39861.94
Backfilling Behind Abutment Wing Wall and Return Wall Complete asper technical specification
96.6
871
84175.31
RCC Grade M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
26.9
9191
247241.94
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.46
66021
162413.51
Construction of R.C.C. 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 vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
10.8
8815
95204.7
Drahage Spout Complete as per drwawing & technical specification clause 1209
10
796
7965.5
20mm thick open graded Premix CarpetProviding, laying and rolling of open-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
112.2
235
26389.44
Seal Coat ( Type B) :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels,grade and cross fail using type A ,Type-B,and Type-C as per technical Specification clause 510of specification of rural roads case ii:Type-B
112.2
70
7962.83
1% Labour
1
209464
209464.23
18% GST
1
3770356
3770356.14
SEIGNIORAGE FEE
1
255264
255264.9
Maintainance for 1st year
1
268743
268743
Maintainance for 2nd year
1
365030
365030
Maintainance for 3rd year
1
711290
711290
Maintainance for 4th year
1
990359
990359
Maintainance for 5th year
1
1182398
1182398
1% Labour
1
35178
35178.2
18% GST
1
633207
633207.6
SEIGNIORAGE FEE
1
278218
278218.56
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