Public Works Department Tender
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Costs
EMD
₹ 5,68,100Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_340779_3Bid Award Id
ViewTender No
Short Term NIT No. 11/2023-24 Zone BharatpurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
0.77
10003
13076
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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
23445
1101915
47
Binega to Irniya Border, Km. 0/0 to 1/800
8302.5
390217
47
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
8133.75
382286
47
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-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
3321
2291490
690
Binega to Irniya Border, Km. 0/0 to 1/800
1669.5
1151955
690
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
1391.25
959962
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-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
1012.5
1207912
1193
Binega to Irniya Border, Km. 0/0 to 1/800
506.25
603956
1193
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
421.88
503296
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-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
759.38
951496
1253
Binega to Irniya Border, Km. 0/0 to 1/800
337.5
422887
1253
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
281.25
352406
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
Add extra to above item per 1 Kg Extra in Emulsion per 10 Sqm 7.50 Kg/10 Sqm
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
10125
230343
22.75
Binega to Irniya Border, Km. 0/0 to 1/800
4500
102375
22.75
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
3750
85312
22.75
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-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
10125
95175
9.4
Binega to Irniya Border, Km. 0/0 to 1/800
4500
42300
9.4
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
3750
35250
9.4
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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
10125
1046925
103.4
Binega to Irniya Border, Km. 0/0 to 1/800
4500
465300
103.4
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
3750
387750
103.4
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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
10125
356400
35.2
Binega to Irniya Border, Km. 0/0 to 1/800
4500
158400
35.2
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
3750
132000
35.2
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.
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
675
3844125
5695
Binega to Irniya Border, Km. 0/0 to 1/800
450
2562750
5695
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
375
2135625
5695
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-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
1
11942
11942
Binega to Irniya Border, Km. 0/0 to 1/800
1
11942
11942
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
3
9321
3107
Binega to Irniya Border, Km. 0/0 to 1/800
2
6214
3107
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
1
3107
3107
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.
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
3
7038
2346
Binega to Irniya Border, Km. 0/0 to 1/800
2
4692
2346
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
2
4692
2346
Kilometre Stone
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.
-
-
-
Ordinary Kilometer Stone (Precast)
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
4
4988
1247
Binega to Irniya Border, Km. 0/0 to 1/800
2
2494
1247
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
2
2494
1247
200 m stone (precast)
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
14
4984
356
Binega to Irniya Border, Km. 0/0 to 1/800
7
2492
356
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
7
2492
356
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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
828
102672
124
Binega to Irniya Border, Km. 0/0 to 1/800
90
11160
124
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.
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
103.5
324058
3131
Binega to Irniya Border, Km. 0/0 to 1/800
11.25
35223
3131
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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
1055.7
3255145
3083.4
Binega to Irniya Border, Km. 0/0 to 1/800
114.75
353820
3083.4
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
782
89460
114.4
Binega to Irniya Border, Km. 0/0 to 1/800
85
9724
114.4
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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
184
51336
279
Binega to Irniya Border, Km. 0/0 to 1/800
20
5580
279
PART 'C' (Syphone 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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
27.23
3377
124
Binega to Irniya Border, Km. 0/0 to 1/800
12.61
1563
124
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
17.11
2121
124
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 stone aggragate 40 mm hand broken
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
33.36
108236
3244.7
Binega to Irniya Border, Km. 0/0 to 1/800
13.65
44277
3244.7
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
19.71
63956
3244.7
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 -3 (Single Row) 300 mm dia
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
165
75141
455.4
Binega to Irniya Border, Km. 0/0 to 1/800
67.5
30739
455.4
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
97.5
44401
455.4
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 in cement mortar 1:4
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
28.71
93163
3245
Binega to Irniya Border, Km. 0/0 to 1/800
11.68
37901
3245
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
16.92
54905
3245
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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
22
6138
279
Binega to Irniya Border, Km. 0/0 to 1/800
9
2511
279
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
13
3627
279
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
41.25
4719
114.4
Binega to Irniya Border, Km. 0/0 to 1/800
16.88
1930
114.4
Kyarda Khurd to Shyampur Mundri, Km. 0/0 to 1/500
24.38
2788
114.4
Part - "D" Hume Pipe Culvert 1x1000 mm Dia 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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
195.9
24291
124
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 superstructure upto 4.5 mtr. from ground level
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
65.85
269881
4098.3
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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
110.5
358572
3245
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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
20
133924
6696.2
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
60
8580
143
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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
18
7542
419
Part - "E" Hume Pipe Culvert 2x1000 mm Dia 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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
114.75
14229
124
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 superstructure upto 4.5 mtr. from ground level
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
53.22
218119
4098.3
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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
82.88
268929
3245
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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
20
133924
6696.2
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
45
6435
143
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
-
-
-
Hindaun-Karauli Road (SH-22) to Chamarpura via Kalla Ki Tall Jatav Basti, Km. 0/0 to 3/500
13.5
5656
419
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