Rural Works Department Tender
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Costs
EMD
₹ 7,47,989Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ECBIH_132932_1Bid Award Id
ViewTender No
STATE SCHEME(NAB)-24-NARKATIAGANJ-01Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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BOQ Items
I. Ordinary Soil
-
-
-
i) Upto 3m depth
464.89
202143
434.82
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
-
-
-
II. PCC Grade M-15 (Levelling Course for Pile Cap)
18.82
166877
8867.05
R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.
-
-
-
Pile Cap in RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
239.61
2339168
9762.4
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.
-
-
-
II. 1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)
372
7441101
20002.96
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
58.18
4488270
77144.56
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
6.39
676052
105798.52
Providing and constructing one span service road to reach island location from one pier location to another pier location including Royality for earth
40.58
177737
4379.94
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
1
78726
78726.65
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
-
-
-
a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
-
-
-
1.2 m Dia Pile
1
150000
150000
b) Routine pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
1.2 m Dia Pile (2% of piles in total).
1
125000
125000
c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
SUBSTRUCTURE
-
-
-
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
-
-
-
RCC M-30
-
-
-
i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
143.67
1472580
10249.74
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
12.65
130959
10352.53
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
-
-
-
RCC M-35
-
-
-
ii) From 5m upto 10m height (Using Concrete Mixer)
12.31
128878
10469.42
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
19.81
1532740
77372.07
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.
137619.6
125233
0.91
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
132
21077
159.68
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
I) Sandy Material
156.23
155573
995.8
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
85.08
402664
4732.77
SUPERSTRUCTURE
-
-
-
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
156
1779964
11410.03
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
24.16
1911801
79130.87
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
27.26
518698
19027.84
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
96.92
430350
4440.26
Drainage Spouts complete as per drawing and technical specifications Clause 1209
16
100921
6307.6
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
61403
8575.97
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
260530
15352.4
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.)
25.35
359254
14171.79
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
25.35
7310
288.37
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.
25.35
10274
405.32
PROTECTION WORK
-
-
-
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
284.17
1392913
4901.69
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
101.76
480794
4724.79
APPROCH ROAD
-
-
-
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
0.16
12308
76926.08
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 .
2333.63
609497
261.18
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.
566.33
149918
264.72
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.
190.04
810440
4264.58
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.
68.51
406871
5938.87
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.
913.5
50498
55.28
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.
913.5
17329
18.97
MSS:- 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 Type B
913.5
273529
299.43
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.
3
32004
10668.09
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.
36
31896
886
Type - A, "W" : Metal Beam Crash Barrier:-
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
120
493783
4114.86
DIVERSION
-
-
-
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 .
697.68
182220
261.18
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.
29.07
123971
4264.58
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row (1000 MM DIA )
30
230109
7670.33
MISCELLANEOUS
-
-
-
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)
192
334245
1740.86
18% GST
1
5577804
5577804.81
1% LABOUR CESS
1
309878
309878.04
SEIGNOIRAGE FEE
1
198177
198177.42
Total Cost for 1st Year Maintenance Work
1
36100
36100
Total Cost for 2nd Year Maintenance Works
1
38788
38788
Total Cost for 3rd Year Maintenance Works
1
73876
73876
Total Cost for 4th Year Maintenance Works
1
44835
44835
Total Cost for 5th Year Maintenance Works
1
79587
79587
18% GST
1
49173
49173.48
1% LABOUR CESS
1
2731
2731.86
SEIGNOIRAGE FEE
1
863
863.68
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