Public Works Department Tender
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Costs
EMD
₹ 7,35,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_429229_1Bid Award Id
ViewTender No
E-NIT No. 01/2024-25 Circle Gangapur CityTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
A/R to Rigaspura Km 0/0 to 1/850
1.3
11886
15392.37
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 Jeetkipur Km 0/0 to 5/0
6090
99
602910
A/R to Lahawad Km 0/0 to 3/0
2400
99
237600
A/R to Rigaspura Km 0/0 to 1/850
2253.3
99
223076.7
Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 30. ii)To achieve 95% Proctor density
-
-
-
A/R to Lahawad Km 0/0 to 3/0
1059.83
391
414391.58
A/R to Rigaspura Km 0/0 to 1/850
1257.27
391
491592.57
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 desire 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.
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
1743
690
1202670
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 meters, scaking serviceable and unserviceable materials separately as per MoRTH specification clause : 202 By Mechanical Means
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
60
160
9600
A/R to Lahawad Km 0/0 to 3/0
64.69
160
10350.08
A/R to Rigaspura Km 0/0 to 1/850
40.11
160
6416.96
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202]. Concrete. Cement concerte plain 1:2:4 mix and precast cement concerte blocks.
-
-
-
A/R to Lahawad Km 0/0 to 3/0
90
854
76860
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
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
459
1193
547587
A/R to Lahawad Km 0/0 to 3/0
118.17
1193
140976.81
A/R to Rigaspura Km 0/0 to 1/850
551.95
1193
658473.37
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
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
437.2
1253
547808.47
A/R to Lahawad Km 0/0 to 3/0
114
1253
142842
A/R to Rigaspura Km 0/0 to 1/850
441.86
1253
553655.59
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. Add extra to above item per 1 Kg Extra in Emulsion per 10 Sqm 8.50 Kg/10 Sqm
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
5553.9
24
134404.38
A/R to Lahawad Km 0/0 to 3/0
1530
24
37026
A/R to Rigaspura Km 0/0 to 1/850
5814
24
140698.8
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. Add extra to above item per 2.75 Kg extra in emulsion per 10 sqm
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
16638.75
9
156404.25
A/R to Lahawad Km 0/0 to 3/0
9375
9
88125
A/R to Rigaspura Km 0/0 to 1/850
5814
9
54651.6
Providing and laying open graded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 - 10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead. In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader. with bitumen grade VG-30
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
16638.75
103
1720446.75
A/R to Lahawad Km 0/0 to 3/0
9375
103
969375
A/R to Rigaspura Km 0/0 to 1/850
5814
103
601167.6
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
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
16638.75
35
585684
A/R to Lahawad Km 0/0 to 3/0
9375
35
330000
A/R to Rigaspura Km 0/0 to 1/850
5814
35
204652.8
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 Jeetkipur Km 0/0 to 5/0
121.99
2644
322546.85
A/R to Lahawad Km 0/0 to 3/0
187.5
2644
495750
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
540.6
5695
3078717
A/R to Lahawad Km 0/0 to 3/0
475.44
5695
2707630.8
A/R to Rigaspura Km 0/0 to 1/850
252.45
5695
1437702.75
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
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
6
1247
7482
A/R to Lahawad Km 0/0 to 3/0
4
1247
4988
A/R to Rigaspura Km 0/0 to 1/850
3
1247
3741
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).
200 m stone
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
20
356
7120
A/R to Lahawad Km 0/0 to 3/0
12
356
4272
A/R to Rigaspura Km 0/0 to 1/850
8
356
2848
Supply of Village Name Board size 600 x 900 mm made out of 1.25mm thick M.S. sheet duly framed with 30 mm ODMS tube tightened with M.S. flat 12 x 3 mm fixed on two posts of size 40 mm ODMS tube 3m long whole board is processed in blue/white stoving enamel paint and white / red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
2
2346
4692
A/R to Lahawad Km 0/0 to 3/0
4
2346
9384
A/R to Rigaspura Km 0/0 to 1/850
2
2346
4692
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 600 mm
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
2
2592
5184
A/R to Lahawad Km 0/0 to 3/0
4
2592
10368
A/R to Rigaspura Km 0/0 to 1/850
2
2592
5184
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 : 1500 x 1200 mm
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
2
4578
9156
A/R to Lahawad Km 0/0 to 3/0
4
4578
18312
A/R to Rigaspura Km 0/0 to 1/850
2
4578
9156
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 dsection of 75mm x 75mm, 2.5m long stove enamelled 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
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-
-
A/R to Jeetkipur Km 0/0 to 5/0
1
11942
11942
A/R to Lahawad Km 0/0 to 3/0
1
11942
11942
A/R to Rigaspura Km 0/0 to 1/850
1
11942
11942
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.
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
870
503
437610
A/R to Lahawad Km 0/0 to 3/0
375
503
188625
PART-B:- (Syphon)
Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil. Depth upto 3 metre
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
128
209
26752
A/R to Lahawad Km 0/0 to 3/0
64
209
13376
A/R to Rigaspura Km 0/0 to 1/850
6.4
209
1337.6
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. 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
57.8
3415
197398.56
A/R to Lahawad Km 0/0 to 3/0
28.9
3415
98699.28
A/R to Rigaspura Km 0/0 to 1/850
2.89
3415
9869.93
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 1:4
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
54.4
3245
176528
A/R to Lahawad Km 0/0 to 3/0
27.2
3245
88264
A/R to Rigaspura Km 0/0 to 1/850
2.72
3245
8826.4
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), 300mm dia
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
250
455
113850
A/R to Lahawad Km 0/0 to 3/0
75
455
34155
A/R to Rigaspura Km 0/0 to 1/850
12.5
455
5692.5
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
64
143
9152
A/R to Lahawad Km 0/0 to 3/0
32
143
4576
A/R to Rigaspura Km 0/0 to 1/850
3.2
143
457.6
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. 75 mm thick
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
32
419
13408
A/R to Lahawad Km 0/0 to 3/0
16
419
6704
A/R to Rigaspura Km 0/0 to 1/850
1.6
419
670.4
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T& P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m.[MoRTH Specification clause 202] Cement Concrete plain 1:2:4 mix and precast cement concrete blocks.
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
2.25
854
1921.5
Part-"C" (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 Jeetkipur Km 0/0 to 5/0
90
124
11160
A/R to Lahawad Km 0/0 to 3/0
160.38
124
19887.12
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 Jeetkipur Km 0/0 to 5/0
11.25
3131
35223.75
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. 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
-
-
-
A/R to Lahawad Km 0/0 to 3/0
29.7
3415
101431.44
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 Jeetkipur Km 0/0 to 5/0
81
3083
249755.4
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 1:4
-
-
-
A/R to Lahawad Km 0/0 to 3/0
175.5
3245
569497.5
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
85
114
9724
A/R to Lahawad Km 0/0 to 3/0
180
114
20592
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 Jeetkipur Km 0/0 to 5/0
20
279
5580
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. 75 mm thick
-
-
-
A/R to Lahawad Km 0/0 to 3/0
72
419
30168
Part - "D" (HP Culvert)
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
-
-
-
Raisana-Garhmora-Sikroli upto District Border Road Km. 0/0 to 5/0
221.6
124
27478.4
A/R to Jeetkipur Km 0/0 to 5/0
159.2
124
19740.8
A/R to Lahawad Km 0/0 to 3/0
44.8
124
5555.2
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. 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
-
-
-
Raisana-Garhmora-Sikroli upto District Border Road Km. 0/0 to 5/0
95.07
3415
324670.26
A/R to Jeetkipur Km 0/0 to 5/0
66.56
3415
227315.71
A/R to Lahawad Km 0/0 to 3/0
25.05
3415
85550.76
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 1:4
-
-
-
Raisana-Garhmora-Sikroli upto District Border Road Km. 0/0 to 5/0
374.4
3245
1214928
A/R to Jeetkipur Km 0/0 to 5/0
146.76
3245
476236.2
A/R to Lahawad Km 0/0 to 3/0
68.4
3245
221958
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 (Double Row), 1000mm dia
-
-
-
Raisana-Garhmora-Sikroli upto District Border Road Km. 0/0 to 5/0
30
6696
200886
A/R to Jeetkipur Km 0/0 to 5/0
30
6696
200886
A/R to Lahawad Km 0/0 to 3/0
15
6696
100443
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 Jeetkipur Km 0/0 to 5/0
25.6
279
7142.4
Raised and Cut pointing on stone work in CM 1:2(1cement: 2 sand)
-
-
-
A/R to Jeetkipur Km 0/0 to 5/0
189.44
114
21671.94
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
Raisana-Garhmora-Sikroli upto District Border Road Km. 0/0 to 5/0
243.2
143
34777.6
A/R to Lahawad Km 0/0 to 3/0
51.2
143
7321.6
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. 75 mm thick
-
-
-
Raisana-Garhmora-Sikroli upto District Border Road Km. 0/0 to 5/0
60.8
419
25475.2
A/R to Lahawad Km 0/0 to 3/0
12.8
419
5363.2
Clearing grass and removal of rubbish (maximum 150 mm) upto a distance of 100 mtrs. outside the periphery of the area cleared-by manual means.
-
-
-
Raisana-Garhmora-Sikroli upto District Border Road Km. 0/0 to 5/0
0.11
11886
1271.8
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
-
-
-
Raisana-Garhmora-Sikroli upto District Border Road Km. 0/0 to 5/0
526.44
99
52117.56
Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 30. ii)To achieve 95% Proctor density
-
-
-
Raisana-Garhmora-Sikroli upto District Border Road Km. 0/0 to 5/0
152.8
391
59743.24
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.
-
-
-
Raisana-Garhmora-Sikroli upto District Border Road Km. 0/0 to 5/0
76.4
2644
201996.31
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments
-
-
-
Raisana-Garhmora-Sikroli upto District Border Road Km. 0/0 to 5/0
152.8
5695
870173.22
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 600 mm
-
-
-
Raisana-Garhmora-Sikroli upto District Border Road Km. 0/0 to 5/0
4
2592
10368
Part- E (Drain Works)
Earth work in excavation in foundation trenches etc.in drains and channels etc. not exceeding 2m.depth, including dress-sing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres [MoRTH Specification : Clause 301,304]. Ordinary Soil
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-
-
Gangapur-Nadoti-Sikandra Road (SH-25) Km. 186/0 to 188/0
2621.6
68
178268.8
Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In hard soil. Upto 3 m depth
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-
-
A/R to Lahawad Km 0/0 to 3/0
97.2
275
26730
A/R to Rigaspura Km 0/0 to 1/850
162
275
44550
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. 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
-
-
-
Gangapur-Nadoti-Sikandra Road (SH-25) Km. 186/0 to 188/0
390
3415
1331928
A/R to Lahawad Km 0/0 to 3/0
21.6
3415
73768.32
A/R to Rigaspura Km 0/0 to 1/850
36
3415
122947.2
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.
R.C.C. grade M-20 in bed plates upto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering
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-
-
Gangapur-Nadoti-Sikandra Road (SH-25) Km. 186/0 to 188/0
960
4553
4371456
Providing & fabricating steel reinforecemnt for RCC work including cutting, bending, placing in position and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600.
TMT Steel reinforcement
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-
-
Gangapur-Nadoti-Sikandra Road (SH-25) Km. 186/0 to 188/0
33.91
86000
2916432
Providing and fixing of reinforced ferro-cement drain cover designed for class "A" & "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)
-
-
-
Gangapur-Nadoti-Sikandra Road (SH-25) Km. 186/0 to 188/0
952
1583
1507016
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202]. Concrete. Cement concerte plain 1:2:4 mix and precast cement concerte blocks.
-
-
-
Gangapur-Nadoti-Sikandra Road (SH-25) Km. 186/0 to 188/0
8.4
854
7173.6
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). 600 mm dia
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-
-
Gangapur-Nadoti-Sikandra Road (SH-25) Km. 186/0 to 188/0
30
1598
47940
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. R.C.C. grade M25
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-
-
A/R to Lahawad Km 0/0 to 3/0
43.2
5099
220276.8
A/R to Rigaspura Km 0/0 to 1/850
72
5099
367128
Providing and fabricating steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600. TMT Steel reinforcement
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-
-
A/R to Lahawad Km 0/0 to 3/0
1.36
85670
116168.52
A/R to Rigaspura Km 0/0 to 1/850
2.26
85670
193699.87
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