Public Works Department Tender
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Costs
EMD
₹ 4,05,760Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_388915_2Bid Award Id
ViewTender No
NIT No 05/2023-24 Circle KarauliTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
Circular, Special Conditions and Printed Agreement
BOQ Items
A/R to Reejwas
0.75
9859
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
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
7876.88
370213
47
Suroth to Brahamano Ka Nagla
2880
135360
47
A/R to Reejwas
4002
188094
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.
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
1241.25
856462
690
Suroth to Brahamano Ka Nagla
1715
1183350
690
A/R to Reejwas
1007.35
695071
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
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
421.88
503296
1193
Suroth to Brahamano Ka Nagla
562.5
671062
1193
A/R to Reejwas
815.63
973040
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
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
337.5
422887
1253
Suroth to Brahamano Ka Nagla
281.25
352406
1253
A/R to Reejwas
604.69
757673
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
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
4500
102375
22.75
Suroth to Brahamano Ka Nagla
3750
85312
22.75
A/R to Reejwas
8062.5
183421
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
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
4500
42300
9.4
Suroth to Brahamano Ka Nagla
3750
35250
9.4
A/R to Reejwas
8062.5
75787
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
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
4500
465300
103.4
Suroth to Brahamano Ka Nagla
3750
387750
103.4
A/R to Reejwas
8062.5
833662
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
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
4500
158400
35.2
Suroth to Brahamano Ka Nagla
3750
132000
35.2
A/R to Reejwas
8062.5
283800
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.
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
225
1281375
5695
Suroth to Brahamano Ka Nagla
750
4271250
5695
A/R to Reejwas
421.88
2402578
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.
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
1
11942
11942
Suroth to Brahamano Ka Nagla
1
11942
11942
A/R to Reejwas
1
11942
11942
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)
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
2
2494
1247
Suroth to Brahamano Ka Nagla
2
2494
1247
A/R to Reejwas
3
3741
1247
200 m stone (precast)
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
6
2136
356
Suroth to Brahamano Ka Nagla
8
2848
356
A/R to Reejwas
11
3916
356
PART-'B' DRAIN 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
-
-
-
Suroth to Brahamano Ka Nagla
603
74772
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.
-
-
-
Suroth to Brahamano Ka Nagla
80.4
251732
3131
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 M20
-
-
-
Suroth to Brahamano Ka Nagla
165.83
781035
4710
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
-
-
-
Suroth to Brahamano Ka Nagla
7.52
644067
85670
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
-
-
-
Suroth to Brahamano Ka Nagla
97.95
12145
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
-
-
-
Suroth to Brahamano Ka Nagla
32.93
134940
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
-
-
-
Suroth to Brahamano Ka Nagla
55.25
179286
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
-
-
-
Suroth to Brahamano Ka Nagla
10
66962
6696.2
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
Suroth to Brahamano Ka Nagla
30
4290
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
-
-
-
Suroth to Brahamano Ka Nagla
9
3771
419
PART 'E' (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
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
25.26
3132
124
Suroth to Brahamano Ka Nagla
18.05
2237
124
A/R to Reejwas
14.44
1790
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
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
10.61
34439
3244.7
Suroth to Brahamano Ka Nagla
7.58
24598
3244.7
A/R to Reejwas
6.07
19679
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
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
52.5
23908
455.4
Suroth to Brahamano Ka Nagla
37.5
17077
455.4
A/R to Reejwas
30
13662
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
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
8.4
27258
3245
Suroth to Brahamano Ka Nagla
6
19470
3245
A/R to Reejwas
4.8
15576
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
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
7
1953
279
Suroth to Brahamano Ka Nagla
5
1395
279
A/R to Reejwas
4
1116
279
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
Atal Sheba Kendra Dhindora to Hukmikheda Phatak Road
13.13
1501
114.4
Suroth to Brahamano Ka Nagla
9.38
1072
114.4
A/R to Reejwas
7.5
858
114.4
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