Public Works Department Tender
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Costs
EMD
₹ 5,43,920Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_389161_3Bid Award Id
ViewTender No
E-NIT No 05/2023-24 Circle KarauliTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
Circular, Special Conditions and Printed Agreement
BOQ Items
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 500 mtr to 1000 mtr
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Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
17000
1683000
99
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
11500
1138500
99
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 25. To achieve 100% Proctor density
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
4029
1575339
391
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
3156.75
1234289
391
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
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
975.38
1163628
1193
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
659.81
787153
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
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
745.88
934587
1253
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
286.88
359460
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 8.50 Kg/10 Sqm
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
9945
240669
24.2
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
3825
92565
24.2
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. Add extra to above item per 2.75 Kg extra in emulsion per 10 sqm
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
9945
93483
9.4
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
3825
35955
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
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
9945
1028313
103.4
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
3825
395505
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
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
9945
350064
35.2
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
3825
134640
35.2
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
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Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
600
3417000
5695
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
975
5552625
5695
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
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
4
4988
1247
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
3
3741
1247
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
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
13
4628
356
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
9
3204
356
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.
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
4
9384
2346
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
3
7038
2346
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
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
4
10368
2592
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
2
5184
2592
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
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
1
4578
4578
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
1
4578
4578
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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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
2
23884
11942
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
2
23884
11942
PART-B :- HP Culvert 2x1000mm Dia
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-
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
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
89.6
11110
124
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
134.4
16665
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 crushed stone aggregate 20 mm nominal size.
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
50.1
171101
3415.2
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
75.15
256652
3415.2
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
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
136.8
443916
3245
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
205.2
665874
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), 1000mm dia
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
15
100443
6696.2
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
22.5
150664
6696.2
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
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-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
102.4
14643
143
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
153.6
21964
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
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-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
25.6
10726
419
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
38.4
16089
419
PART-C :- HP Culvert 1x600mm Dia
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-
-
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
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-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
41.6
5158
124
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
83.2
10316
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 crushed stone aggregate 20 mm nominal size.
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-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
25.51
87121
3415.2
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
51.02
174243
3415.2
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
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-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
44.7
145051
3245
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
89.4
290103
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 (Single Row), 600mm dia
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-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
7.5
11985
1598
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
15
23970
1598
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
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-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
44.8
6406
143
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
89.6
12812
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
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-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
12.8
5363
419
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
25.6
10726
419
PART-D :- Protection Wall
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-
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
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-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
333.52
41356
124
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
339.63
42113
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 crushed stone aggregate 20 mm nominal size.
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-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
57.84
197535
3415.2
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
53.63
183140
3415.2
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
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-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
522
1693890
3245
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
433.13
1405490
3245
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
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-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
316
36150
114.4
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
385
44044
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. 75 mm thick
-
-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
112
46928
419
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
110
46090
419
PART-E :- Syphon
-
-
-
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
-
-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
76.8
9523
124
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
76.8
9523
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 crushed stone aggregate 20 mm nominal size.
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-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
12.96
44260
3415.2
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
12.96
44260
3415.2
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
-
-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
33.36
108253
3245
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
33.36
108253
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 (Single Row), 300mm dia
-
-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
90
40986
455.4
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
90
40986
455.4
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
38.4
5491
143
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
38.4
5491
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
-
-
-
Baloti to Ali Khambh (Bairwa Basti) Via Jatwari (Km. 0/0 to 3/400)
19.2
8044
419
Baloti to Khirkhida Via Jogipada (Km. 0/0 to 2/300)
19.2
8044
419
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