Rural Works Department Tender
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Costs
EMD
₹ 8,62,222Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RWD_131473_1Bid Award Id
ViewTender No
BR30P3R20Tender Authority
Rural Works Department ViewPurchaser Address
-
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BOQ Items
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.
-
-
-
I. Ordinary Soil
-
-
-
i) Upto 3m depth
386.27
152688
395.29
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
Providing and constructing one span service road to reach island location from one pier location to another pier location including Royality for earth
52.62
209520
3981.76
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)
456
8344230
18298.75
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
-
-
-
II. PCC Grade M-15 (Levelling Course for Pile Cap)
33.23
260773
7847.52
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)
319.47
2816160
8815.1
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
818971
96123.42
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
77.12
5404134
70074.36
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)
194.41
1777764
9144.41
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
16.12
148867
9234.94
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
-
-
-
RCC M-35
-
-
-
i) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
12.37
115540
9340.39
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
29.18
2050805
70281.2
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
18802
142.44
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
I) Sandy Material
162.82
149221
916.48
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
89.35
422817
4732.15
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
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
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)
219.23
2167827
9888.37
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
41.34
2971523
71880.1
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
33.8
569143
16838.57
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
121
456409
3771.98
Drainage Spouts complete as per drawing and technical specifications Clause 1209
24
128468
5352.85
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.
7.11
54537
7670.59
Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
16.85
234082
13892.16
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.)
33.6
272788
8118.72
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
33.6
8808
262.15
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.
33.6
13618
405.32
PROTECTION WORK
-
-
-
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
285.22
1398328
4902.63
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
102.33
483497
4724.89
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
0.09
6322
70245
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 .
4341
1035328
238.5
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.
353.34
85412
241.73
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.
94.5
305168
3229.3
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.
67.32
449362
6675.02
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.
33.66
226621
6732.65
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.
448.83
22522
50.18
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.
668.15
11512
17.23
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
448.83
115757
257.91
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 )
448.83
35390
78.85
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
43034
10758.66
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.
38.94
31521
809.5
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 .
1263.84
301425
238.5
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.
78.99
255082
3229.3
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
30
125361
4178.73
18% GST
1
6478787
6478787.31
1% LABOUR CESS
1
359932
359932.63
SEIGNOIRAGE FEE
1
99485
99485.6
Total Cost for 1st Year Maintenance Work
1
5699
5699.6
Total Cost for 2nd Year Maintenance Works
1
12575
12575
Total Cost for 3rd Year Maintenance Works
1
49145
49145
Total Cost for 4th Year Maintenance Works
1
22677
22677
Total Cost for 5th Year Maintenance Works
1
59246
59246
18% GST
1
26881
26881.67
1% LABOUR CESS
1
1493
1493.43
SEIGNOIRAGE FEE
1
1084
1084.32
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