Public Works Department Tender
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Costs
EMD
₹ 5,20,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of New Rural Roads .
Description
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Contact
Tender Id
2018_CEPWD_104526_2Bid Award Id
ViewTender No
Short Term NIT No. 01/2018-19 SE PWD Circle KaraulTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Rooppura to Pardampura
450
25875
57.5
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. ___do_____ with lead 500 mtr to - 1000mtr
-
-
-
Pilodapura to Hariya Ka Mandir
11220
1110780
99
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. _____do___________ with lead upto - 50mtr
-
-
-
Rooppura to Pardampura
8000
376000
47
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
-
-
-
Pilodapura to Hariya Ka Mandir
2763.84
1030912
373
Rooppura to Pardampura
610
227530
373
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
-
-
-
Pilodapura to Hariya Ka Mandir
774.42
923883
1193
Rooppura to Pardampura
900
1073700
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
-
-
-
Ploodapura to Hariya Ka Mandir
541.21
678136
1253
Pardampura to Rooppura
337.5
422887
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
-
-
-
Pilodapura to Hariya Ka Mandir
7162.5
157575
22
Rooppura to Pardampura
4500
99000
22
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
-
-
-
Pilodapura to Hariya Ka Mandir
7162.5
61239
8.55
Rooppura to Pardampura
4500
38475
8.55
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
-
-
-
Pilodapura to Hariya Ka Mandir
7162.5
709087
99
Rooppura to Pardampura
4500
445500
99
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
-
-
-
Pilodapura to Hariya Ka Mandir
7162.5
243525
34
Rooppura to Pardampura
4500
153000
34
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
-
-
-
Pilodapura to Hariya Ka Mandir
547.5
2834955
5178
Rooppura to Pardampura
600
3106800
5178
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3 300 mm dia Single Row
-
-
-
Pilodapura to Hariya Ka Mandir
187.5
77625
414
Rooppura to Pardampura
75
31050
414
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
-
-
-
Pilodapura to Hariya Ka Mandir
3
3402
1134
Rooppura to Pardampura
3
3402
1134
200 m stone
-
-
-
Pilodapura to Hariya Ka Mandir
12
3888
324
Rooppura to Pardampura
20
6480
324
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
-
-
-
Pilodapura to Hariya Ka Mandir
2
21752
10876
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.
-
-
-
Pilodapura to Hariya Ka Mandir
3
6399
2133
Rooppura to Pardampura
2
4266
2133
Supply of Mandatory / Regulatory retro reflective sign boards 60 cm dia made out of 2.0mm thick aluminium sheet face to be fully covered by white/ blue high intensity grade retro reflective sheeting with Red/white symbol, cut out or screen printed back ground with epoxy paint, complete confirming to MoRTH specifications CIause. 801 with angle iron post 65 x 65 x 6mm 3Mtr. long.
-
-
-
Rooppura to Pardampura
2
7624
3812
Part - "B" CD 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
-
-
-
Pilodapura to Hariya Ka Mandir
504.45
57002
113
Rooppura to Pardampura
1059.76
119752
113
Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
-
-
-
Pilodapura to Hariya Ka Mandir
135.28
420044
3105
Rooppura to Pardampura
286.17
888557
3105
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.
-
-
-
Rooppura to Pardampura
21.59
61466
2847
Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 Random rubble masonry in cement mortar 1:4
-
-
-
Rooppura to Pardampura
363.15
1071292
2950
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 Cement Mortae 1:3
-
-
-
Pilodapura to Hariya Ka Mandir
414.45
1286867
3105
Stone masonry work in cement mortar 1:3 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
-
-
-
Rooppura to Pardampura
275.66
903613
3278
Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. P.C.C. grade M20
-
-
-
Pilodapura to Hariya Ka Mandir
18
78660
4370
Stone masonry work in cement mortar 1:3 with mechnical mixer for foundation complete including all scaffolding etc. excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 Coursed Rubble Masonry (Ist sort) Upto 5 metre height
-
-
-
Rooppura to Pardampura
798.75
2792430
3496
Brick masonry work with first class bricks (Minimum 10.5 MPa) in cement mortar 1:3 with mechanical mixer in foundation (at any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Upto 5 metre height
-
-
-
Rooppura to Pardampura
90
344790
3831
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
-
-
-
Pilodapura to Hariya Ka Mandir
80.4
416311
5178
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
Pilodapura to Hariya Ka Mandir
817.5
106275
130
Rooppura to Pardampura
553.3
71929
130
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
-
-
-
Pilodapura to Hariya Ka Mandir
366
92964
254
Rooppura to Pardampura
342.4
86969
254
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)
-
-
-
Rooppura to Pardampura
32.55
31996
983
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
Rooppura to Pardampura
1023
106392
104
Structural Cement concrete upto a height of 5m for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH Specification 1500 & 1700 M 25 grade solid slab superstructure
-
-
-
Rooppura to Pardampura
201.47
1111711
5518
Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification as per MoRTH Specification : Section: 1600 TMT Steel bar reinforcement
-
-
-
Rooppura to Pardampura
23.12
1263600
54654
Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205
-
-
-
Rooppura to Pardampura
268
52796
197
Back filling behind abutment, wing wall and return wall in 150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification : Clause : 304 Sandy material
-
-
-
Rooppura to Pardampura
103.5
29497
285
Reinforced cement concrete wearing coat M30 grade at any level including formwork and reinforcement complete as per drawing and technical specification as per MoRTH Specification 2202, 1500 &1700
-
-
-
Rooppura to Pardampura
25.88
183773
7101
Providing and laying Expansion Joint complete as per drawing and technical specification With corrugated copper plate, compressible fibre board, pre-moulded joint filter and joint sealing compound as per MoRTH Specfication section 2600 Providing and fixing 20mm thick compressible fibre board in expansion joint complete.
-
-
-
Rooppura to Pardampura
25.5
21114
828
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