Public Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2021_CEPWD_247346_1Bid Award Id
ViewTender No
E-NIT No. 11/2021-22 Zone BharatpuTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
A/R to Waijatt, Km. 0/0 to 3/200
0.95
-
12018
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
0.36
-
12018
A/R to Peepalheda, Km. 1/0 to 2/0
0.28
-
12018
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
0.2
-
12018
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
0.51
-
12018
A/R to Banki, Km. 0/0 to 2/0
0.8
-
12018
Removal of unservicable soil including excavation, loading and disposal upto 1000 m lead. blown sand
-
-
-
A/R to Waijatt, Km. 0/0 to 3/200
486
-
57.5
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
810
-
57.5
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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 _____do___________ with lead upto - 50mtr
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
2700
-
47
A/R to Kandroli, Km. 0/0 to 1/200
432
-
47
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
480
-
47
A/R to Peepalheda, Km. 1/0 to 2/0
420
-
47
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
792
-
47
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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 _____do___________ with lead 500mtr to 1000 mtr
-
-
-
A/R to Waijatt, Km. 0/0 to 3/200
1095
-
99
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
420
-
99
A/R to Banki, Km. 0/0 to 2/0
720
-
99
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202
By Mechanical Means. Bituminous courses
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
27
-
150
A/R to Kandroli, Km. 0/0 to 1/200
29.7
-
150
A/R to Waijatt, Km. 0/0 to 3/200
33.75
-
150
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
11.25
-
150
A/R to Peepalheda, Km. 1/0 to 2/0
18.75
-
150
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
3.75
-
150
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
16.88
-
150
A/R to Banki, Km. 0/0 to 2/0
27.23
-
150
Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In hard soil mechanically using bull dozer, F.E. loader and carriage upto 1 km by tipper/dumper.
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
585
-
36
Providing, laying, spreading and compacting specified graded Crushed aggregates as granular sub base course as per Table 400-1,400-2 or any other coarse material as per design mix, as per CBR, including premixing the material at OMC in mechanical mixer(Pug mill), carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401] by mechanical means with all lead.
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
1147.5
-
690
A/R to Kandroli, Km. 0/0 to 1/200
240
-
690
A/R to Waijatt, Km. 0/0 to 3/200
930
-
690
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
237.5
-
690
A/R to Peepalheda, Km. 1/0 to 2/0
350
-
690
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
1373.4
-
690
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
440
-
690
A/R to Banki, Km. 0/0 to 2/0
812.63
-
690
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no.2 (63-45mm) crusher broken
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
630
-
1193
A/R to Kandroli, Km. 0/0 to 1/200
309.38
-
1193
A/R to Waijatt, Km. 0/0 to 3/200
520.31
-
1193
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
29.25
-
1193
A/R to Peepalheda, Km. 1/0 to 2/0
239.06
-
1193
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
253.13
-
1193
A/R to Banki, Km. 0/0 to 2/0
235.97
-
1193
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
630
-
1253
A/R to Kandroli, Km. 0/0 to 1/200
337.5
-
1253
A/R to Waijatt, Km. 0/0 to 3/200
390.23
-
1253
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
133.59
-
1253
A/R to Peepalheda, Km. 1/0 to 2/0
131.63
-
1253
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
124.59
-
1253
A/R to Banki, Km. 0/0 to 2/0
163.83
-
1253
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
8415
-
18.2
A/R to Kandroli, Km. 0/0 to 1/200
4590
-
18.2
A/R to Waijatt, Km. 0/0 to 3/200
4590
-
18.2
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
1530
-
18.2
A/R to Peepalheda, Km. 1/0 to 2/0
1721.25
-
18.2
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
1147.5
-
18.2
A/R to Banki, Km. 0/0 to 2/0
1816.88
-
18.2
Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 @ 2 .25 kg /10sqm
-
-
-
A/R to Waijatt, Km. 0/0 to 3/200
4781.25
-
7.25
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
1912.5
-
7.25
A/R to Peepalheda, Km. 1/0 to 2/0
573.75
-
7.25
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
4972.5
-
7.25
A/R to Banki, Km. 0/0 to 2/0
4111.88
-
7.25
Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 @ 2.75 kg /10sqm
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
8415
-
8.55
A/R to Kandroli, Km. 0/0 to 1/200
4590
-
8.55
A/R to Waijatt, Km. 0/0 to 3/200
4590
-
8.55
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
1530
-
8.55
A/R to Peepalheda, Km. 1/0 to 2/0
1721.25
-
8.55
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
1147.5
-
8.55
A/R to Banki, Km. 0/0 to 2/0
1816.88
-
8.55
Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 4, for base/binder course including loading of aggregates with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) in hot mix plant, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade, rolling by power roller & vibratory compactor to achieve the desired density (as per job mix formula approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] with 3.30% bitumen with all lead. For grading-2 (layer thickness 50-75mm) with bitumen grade VG-30
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
420.75
-
4565
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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 MoRD Specification Clause 508. Case - II By Mechanical Means Bitumen (VG-30) Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Item No. 5.9 of Bitumenous Surface Course @ 8% of the quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant( The Bitumen content will be as per respective Clause of MoRD Specifications)
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
8415
-
97.5
A/R to Kandroli, Km. 0/0 to 1/200
4590
-
97.5
A/R to Waijatt, Km. 0/0 to 3/200
9633.75
-
97.5
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
3517.5
-
97.5
A/R to Peepalheda, Km. 1/0 to 2/0
2317.5
-
97.5
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
6329.63
-
97.5
A/R to Banki, Km. 0/0 to 2/0
6190.78
-
97.5
Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 513] with all lead. b) with bitumen grade VG-30
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
8415
-
32
A/R to Kandroli, Km. 0/0 to 1/200
4590
-
32
A/R to Waijatt, Km. 0/0 to 3/200
9371.25
-
32
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
3442.5
-
32
A/R to Peepalheda, Km. 1/0 to 2/0
2295
-
32
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
6120
-
32
A/R to Banki, Km. 0/0 to 2/0
5928.75
-
32
Construction of dry lean cement concrete sub- base over a prepared sub - grade with coarse and fine aggregate conforming to IS : 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15 : 1, aggregate gradation after blending to be as per Table 600 -1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8 -10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601.
-
-
-
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
592.8
-
2404
A/R to Banki, Km. 0/0 to 2/0
37.5
-
2404
Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30, over a prepared sub-base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602.
-
-
-
A/R to Waijatt, Km. 0/0 to 3/200
365.63
-
5178
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
154.69
-
5178
A/R to Peepalheda, Km. 1/0 to 2/0
225
-
5178
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
855
-
5178
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
337.5
-
5178
A/R to Banki, Km. 0/0 to 2/0
258.19
-
5178
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900.
NP -3 (Single Row) 300 mm dia
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
60
-
414
A/R to Kandroli, Km. 0/0 to 1/200
22.5
-
414
A/R to Waijatt, Km. 0/0 to 3/200
75
-
414
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
30
-
414
A/R to Peepalheda, Km. 1/0 to 2/0
15
-
414
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
45
-
414
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
30
-
414
A/R to Banki, Km. 0/0 to 2/0
40
-
414
P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow section of 75mm x 75mm, 2.5m long stove enameled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect.
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
1
-
10876
A/R to Kandroli, Km. 0/0 to 1/200
1
-
10876
A/R to Waijatt, Km. 0/0 to 3/200
1
-
10876
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
1
-
10876
A/R to Peepalheda, Km. 1/0 to 2/0
1
-
10876
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
1
-
10876
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
1
-
10876
A/R to Banki, Km. 0/0 to 2/0
1
-
10876
Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size :
900 x 750 mm
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
3
-
2825
A/R to Kandroli, Km. 0/0 to 1/200
2
-
2825
A/R to Waijatt, Km. 0/0 to 3/200
2
-
2825
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
2
-
2825
A/R to Peepalheda, Km. 1/0 to 2/0
1
-
2825
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
3
-
2825
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
2
-
2825
A/R to Banki, Km. 0/0 to 2/0
2
-
2825
S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800)
-
-
-
Ordinary km stone for NH
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
2
-
1134
A/R to Kandroli, Km. 0/0 to 1/200
2
-
1134
A/R to Waijatt, Km. 0/0 to 3/200
4
-
1134
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
1
-
1134
A/R to Peepalheda, Km. 1/0 to 2/0
2
-
1134
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
2
-
1134
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
3
-
1134
A/R to Banki, Km. 0/0 to 2/0
3
-
1134
200 m stone
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
6
-
324
A/R to Kandroli, Km. 0/0 to 1/200
5
-
324
A/R to Waijatt, Km. 0/0 to 3/200
13
-
324
A/R Mahoo Dalalpur road to Jatav Basti, Km. 1/0 to 2/0
4
-
324
A/R to Peepalheda, Km. 1/0 to 2/0
4
-
324
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
5
-
324
Kyarda Kalan to Shyampur Munderi, Km. 3/0 to 5/0
9
-
324
A/R to Banki, Km. 0/0 to 2/0
8
-
324
Supply of cautionary / warning sign board 90cm equilateral triangle made out of 2.0 mm thick aluminum sheet face to be fully covered by white/blue high intensity grade retro reflective sheeting with Red / white symbol, cut out or screen printed background with epoxy paint complete confirming to MoRTH specifications clause. 801 with angle iron post 65 x 65 x 6 mm. 3 mtr. long
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
2
-
3911
Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
600
-
477
Supply of Hazard marker made out of 2 mm thick M.S. sheet size 300 x 300 x 3 mm framed with angle iron 25 x 25 x 3 mm and fixed on channel posts 75 x 40 x 6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos, 5 cm dia. reflective sheet on white reflective back ground with additional boarder of 1.25 cm all around it.
-
-
-
Hindaun-Bargama road (MDR-217) Km. 55/400 to 56/900
2
-
669
PART B (Protection wall) Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil
-
-
-
A/R to Waijatt, Km. 0/0 to 3/200
72
-
113
Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700. P.C.C. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.
-
-
-
A/R to Waijatt, Km. 0/0 to 3/200
9
-
2847
Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 Random rubble masonry in cement mortar 1:6
-
-
-
A/R to Waijatt, Km. 0/0 to 3/200
91.8
-
2803
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
A/R to Waijatt, Km. 0/0 to 3/200
68
-
104
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6
50 mm thick
-
-
-
A/R to Waijatt, Km. 0/0 to 3/200
16
-
254
PART C (DRAIN WORK) Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil
-
-
-
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
600
-
113
Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700.
P.C.C. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.
-
-
-
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
200
-
2847
Providing and laying Plain cement concrete mix with stone aggregate 20 mm nominal size mechnically mixed and vibrated in foundation up to a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level
-
-
-
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
40
-
3623
Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.
P.C.C. grade M20
-
-
-
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
180
-
4490
Providing and fixing of reinforced ferro-cement drain cover designed for class "AA" loading duly marked on cover with adequate steel reinforce- ment having thickness 75mm to 150 mm, anti-corrosive bitumen painted M.S. plate, rim and on M.S. lifting hooks, admixture like plastisizer bond-improving compound, shrinkage resistant compound, abrasion resistant complete as per approved design etc. 1000 x 800 mm (150 mm thick)
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-
-
A/R to Peelwa (Dhundi Ki Dharamsala to Peelwa)
134
-
1142
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