Public Works Department Tender
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Costs
EMD
₹ 7,42,460Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_428251_7Bid Award Id
ViewTender No
E-NIT No 01/2024-25 Circle KarauliTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
A/R to Keshpura to Khoonda
0.6
13076
7845.6
A/R to Tulsipura
1.33
13076
17391.08
Saipur to Petoli Via Saserisinghpura
1.52
13076
19875.52
Scarifying, including picking up scarified material and stacking of old serviceable material with in a lead of 100 metres [MoRTH specification: Clause 501]. Top bituminous surface of surface dressing or premix carpet with all lift and lead upto 1000m for reusable materials.
-
-
-
Kanchanpur to Talhati Road
3262.5
16
52200
A/R to Hakimpura
2011.5
16
32184
A/R to Keshpura to Khoonda
2250
16
36000
A/R to Tulsipura
5906.25
16
94500
Saipur to Petoli Via Saserisinghpura
6750
16
108000
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
-
-
-
Saipur to Petoli Via Saserisinghpura
4537.5
47
213262.5
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] Dismantling stone masonry Dry rubble masonry
-
-
-
Kanchanpur to Talhati Road
675
149
100575
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 50 mtr to - 500mtr
-
-
-
Kanchanpur to Talhati Road
6243.75
79
493256.25
A/R to Hakimpura
3660
79
289140
A/R to Keshpura to Khoonda
4710.38
79
372119.63
A/R to Tulsipura
7762.5
79
613237.5
Providing and laying Dry Boulder Pitching in flooring at all levels as per MoRTH Specification Clause: 2500
-
-
-
A/R to Hakimpura
84
1769
148596
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.To achieve 95% Proctor density
-
-
-
Kanchanpur to Talhati Road
2250
391
879750
A/R to Hakimpura
843.75
391
329906.25
A/R to Keshpura to Khoonda
992.81
391
388189.69
A/R to Tulsipura
1500
391
586500
Saipur to Petoli Via Saserisinghpura
1481.25
391
579168.75
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
-
-
-
Kanchanpur to Talhati Road
717.19
1193
855604.69
A/R to Hakimpura
112.5
1193
134212.5
A/R to Keshpura to Khoonda
573.75
1193
684483.75
A/R to Tulsipura
616.78
1193
735820.03
Saipur to Petoli Via Saserisinghpura
286.88
1193
342241.88
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
-
-
-
Kanchanpur to Talhati Road
573.75
1253
718908.75
A/R to Hakimpura
344.25
1253
431345.25
A/R to Keshpura to Khoonda
430.31
1253
539181.56
A/R to Tulsipura
717.19
1253
898635.94
Saipur to Petoli Via Saserisinghpura
860.63
1253
1078363.13
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
-
-
-
Kanchanpur to Talhati Road
281.25
5695
1601718.75
A/R to Hakimpura
225
5695
1281375
A/R to Keshpura to Khoonda
375
5695
2135625
A/R to Tulsipura
375
5695
2135625
Saipur to Petoli Via Saserisinghpura
112.5
5695
640687.5
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 8.5 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
-
-
-
Kanchanpur to Talhati Road
7650
24
185130
A/R to Hakimpura
4590
24
111078
A/R to Keshpura to Khoonda
5737.5
24
138847.5
A/R to Tulsipura
9562.5
24
231412.5
Saipur to Petoli Via Saserisinghpura
11475
24
277695
Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.75 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
-
-
-
Kanchanpur to Talhati Road
7650
9
71910
A/R to Hakimpura
4590
9
43146
A/R to Keshpura to Khoonda
5737.5
9
53932.5
A/R to Tulsipura
11475
9
107865
Saipur to Petoli Via Saserisinghpura
14726.25
9
138426.75
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
-
-
-
Saipur to Petoli Via Saserisinghpura
736.31
5020
3696730.54
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
-
-
-
Kanchanpur to Talhati Road
7650
103
791010
A/R to Hakimpura
4590
103
474606
A/R to Keshpura to Khoonda
5737.5
103
593257.5
A/R to Tulsipura
11475
103
1186515
Saipur to Petoli Via Saserisinghpura
14726.25
103
1522694.25
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. with bitumen grade VG-30
-
-
-
Kanchanpur to Talhati Road
7650
35
269280
A/R to Hakimpura
4590
35
161568
A/R to Keshpura to Khoonda
5737.5
35
201960
A/R to Tulsipura
11475
35
403920
Saipur to Petoli Via Saserisinghpura
14726.25
35
518364
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
-
-
-
Kanchanpur to Talhati Road
15
455
6831
A/R to Hakimpura
15
455
6831
A/R to Keshpura to Khoonda
15
455
6831
A/R to Tulsipura
75
455
34155
Saipur to Petoli Via Saserisinghpura
60
455
27324
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.
-
-
-
Kanchanpur to Talhati Road
1
11942
11942
A/R to Hakimpura
1
11942
11942
A/R to Keshpura to Khoonda
1
11942
11942
A/R to Tulsipura
1
11942
11942
Saipur to Petoli Via Saserisinghpura
1
11942
11942
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
-
-
-
Kanchanpur to Talhati Road
2
3107
6214
A/R to Hakimpura
1
3107
3107
A/R to Keshpura to Khoonda
2
3107
6214
A/R to Tulsipura
3
3107
9321
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
-
-
-
A/R to Tulsipura
4
4302
17208
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 Tulsipura
5
2346
11730
Saipur to Petoli Via Saserisinghpura
2
2346
4692
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
-
-
-
Kanchanpur to Talhati Road
3
1247
3741
A/R to Hakimpura
2
1247
2494
A/R to Keshpura to Khoonda
3
1247
3741
A/R to Tulsipura
4
1247
4988
Saipur to Petoli Via Saserisinghpura
5
1247
6235
200 m stone
-
-
-
A/R to Tulsipura
14
356
4984
Saipur to Petoli Via Saserisinghpura
16
356
5696
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 Tulsipura
300
503
150900
Saipur to Petoli Via Saserisinghpura
308
503
154924
PART 'B' ( Hume Pipe Culvert 2x1000mm)
-
-
-
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
-
-
-
Kanchanpur to Talhati Road
52.8
124
6547.2
A/R to Hakimpura
52.8
124
6547.2
A/R to Tulsipura
259.2
124
32140.8
Saipur to Petoli Via Saserisinghpura
90.24
124
11189.76
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
-
-
-
Kanchanpur to Talhati Road
30.76
3985
122576.61
A/R to Hakimpura
30.76
3985
122576.61
A/R to Tulsipura
86.72
3985
345574.42
Saipur to Petoli Via Saserisinghpura
33.13
3985
132040.58
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 in cement mortar 1:4
-
-
-
Kanchanpur to Talhati Road
70.73
3245
229513.66
A/R to Hakimpura
70.73
3245
229513.66
A/R to Tulsipura
402.34
3245
1305585.19
Saipur to Petoli Via Saserisinghpura
89.15
3245
289293.7
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 - 4 (Double Row), 600mm dia
-
-
-
Saipur to Petoli Via Saserisinghpura
15
3544
53160
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) 1000 mm dia
-
-
-
Kanchanpur to Talhati Road
7.5
6696
50221.5
A/R to Hakimpura
7.5
6696
50221.5
A/R to Tulsipura
30
6696
200886
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
Kanchanpur to Talhati Road
40
143
5720
A/R to Hakimpura
40
143
5720
A/R to Tulsipura
264
143
37752
Saipur to Petoli Via Saserisinghpura
52
143
7436
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
-
-
-
Kanchanpur to Talhati Road
10
279
2790
A/R to Hakimpura
10
279
2790
A/R to Tulsipura
48
279
13392
Saipur to Petoli Via Saserisinghpura
16
279
4464
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 Tulsipura
211.2
124
26188.8
Saipur to Petoli Via Saserisinghpura
86.4
124
10713.6
Construction of CD Work on Sorya Kosra Road
90
124
11160
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
-
-
-
Construction of CD Work on Sorya Kosra Road
11.25
3985
44831.25
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 & 1700P.C.C. 1:3:6 mix with stone aggragate 40 mm hand broken
-
-
-
A/R to Tulsipura
26.4
3244
85660.08
Saipur to Petoli Via Saserisinghpura
10.8
3244
35042.76
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 in cement mortar 1:4
-
-
-
A/R to Tulsipura
312.02
3245
1012488.68
Saipur to Petoli Via Saserisinghpura
139.5
3245
452677.5
Construction of CD Work on Sorya Kosra Road
121.5
3245
394267.5
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
A/R to Tulsipura
220
143
31460
Saipur to Petoli Via Saserisinghpura
81
143
11583
Construction of CD Work on Sorya Kosra Road
75
143
10725
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. 50mm thick
-
-
-
A/R to Tulsipura
44
279
12276
Saipur to Petoli Via Saserisinghpura
22.5
279
6277.5
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
-
-
-
Construction of CD Work on Sorya Kosra Road
25
419
10475
Providing and laying specified Apron complete as per drawing and technical specification as per MoRTH Specification : Clause: 2503 Boulder/Quarry stone weighing not less than 40 kg (specfic gravity not less than 2.65)
-
-
-
Construction of CD Work on Sorya Kosra Road
17.4
1155
20097
Construction of Embankment with Material Obtained from Borrow Pits 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 with lead upto - 50mtr
-
-
-
Construction of CD Work on Sorya Kosra Road
180
47
8460
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
-
-
-
Construction of CD Work on Sorya Kosra Road
105
391
41055
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
-
-
-
Construction of CD Work on Sorya Kosra Road
19.69
1193
23487.19
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
-
-
-
Construction of CD Work on Sorya Kosra Road
52.5
5695
298987.5
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