Rural Works Department Tender
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Costs
EMD
₹ 9,03,723Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RWD_130862_1Bid Award Id
ViewTender No
BR11P3R57Tender Authority
Rural Works Department ViewPurchaser Address
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Documents
BOQ Items
... More
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.
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-
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I. Ordinary Soil
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-
-
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i) Upto 3m depth
311.58
123164
395.29
... More
Providing and Constructing Temporary Earth Island (Assuming depth of water 1.0 m and height of island to be 1.25 m including Royality for earth
2
143139
71569.68
... More
Providing and constructing one span service road to reach island location from one pier location to another pier location including Royality for earth
60.87
242369
3981.76
... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.
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-
-
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II. 1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)
504
9347894
18547.41
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
-
-
-
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II. PCC Grade M-15 (Levelling Course for Pile Cap)
25.09
218642
8714.32
... More
R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.
-
-
-
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Pile Cap in RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
319.47
3265788
10222.52
... More
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
8.52
796101
93439.19
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
75.43
5290949
70143.84
... More
Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load
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-
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a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
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-
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1.2 m Dia Pile
1
150000
150000
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b) Routine pile load test on pile for 1.5 times the design load specified in Drawings
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-
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1.2 m Dia Pile (2% of piles in total).
1
125000
125000
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c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings
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-
-
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1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
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SUBSTRUCTURE
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-
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R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
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-
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RCC M-30
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-
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i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
184.51
1725255
9350.47
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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
46.13
438557
9506.99
... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
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-
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RCC M-35
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-
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i) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
12.37
123942
10019.62
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
29.01
2023915
69766.14
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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
156
22707
145.56
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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-
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I) Sandy Material
186.06
170520
916.48
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Providing and laying filter media with granular crushed aggregates (Jhama Metal) 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
102.14
402791
3943.52
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
18
836749
46486.07
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
168750
140062
0.83
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SUPERSTRUCTURE
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-
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Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
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-
-
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II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
238.08
2392549
10049.35
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
36.24
2542949
70169.68
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
38.67
808467
20906.85
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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
137.5
378852
2755.29
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Drainage Spouts complete as per drawing and technical specifications Clause 1209
24
128468
5352.85
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P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
7.16
57210
7990.24
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Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
16.97
273438
16113.06
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
33.8
435373
12880.87
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
33.8
8860
262.15
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
33.8
13699
405.32
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PROTECTION WORK
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-
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
347.31
1417993
4082.79
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
138.64
545724
3936.27
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APPROCH ROAD
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-
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Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.13
9131
70245
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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 .
3254
776079
238.5
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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.
504.9
122049
241.73
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GSB :- 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.
125.47
332292
2648.38
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WBM Grading 2 :- 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.
88.41
478659
5414.09
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WBM Grading 3 :- 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 3 as per Technical Specification Clause 405.
44.2
228517
5170.09
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PRIME COAT:- 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 as per Technical Specification Clause 502.
589.39
31001
52.6
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TACK COAT:- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
589.39
10644
18.06
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PREMIX CARPET:- Providing , laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm agreegates either using penetration grade bitumin or emulsion to reqired 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 , ifnished to required level and grades to be followed by seal coat of either Type A or Type B or Type as per Technical Specification clause 508
589.39
143451
243.39
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SEAL COAT:- Providing , laying seal coat sealing the voids in a bituminous surface laid to the specified levels ,grades and cross fall using Type B as per the specification in clause 510 ( With Bituminous Binder S-90 )
589.39
45477
77.16
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Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 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 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG 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 enamer 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 abd Annexure 1700.1.
4
43149
10787.45
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:-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.
27.82
22520
809.5
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DIVERSION
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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 .
1461.84
348648
238.5
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Granular Sub-base with Well Graded Material (Table 400.1) Grading II -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.
91.37
241982
2648.38
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
22.5
87435
3886.04
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MISCELLANEOUS
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-
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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. (PCC Work/RCC)
118.13
187786
1589.66
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18% GST
1
6803896
6803896.36
... More
1% LABOUR CESS
1
377994
377994.24
... More
SEIGNOIRAGE FEE
1
66948
66948.09
... More
Total Cost for 1st Year Maintenance Work
1
10133
10133.2
... More
Total Cost for 2nd Year Maintenance Works
1
18312
18312
... More
Total Cost for 3rd Year Maintenance Works
1
25111
25111
... More
Total Cost for 4th Year Maintenance Works
1
27357
27357
... More
Total Cost for 5th Year Maintenance Works
1
33506
33506
... More
18% GST
1
20595
20595.46
... More
1% LABOUR CESS
1
1144
1144.19
... More
SEIGNOIRAGE FEE
1
1180
1180.83
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