Public Works Department Tender
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Costs
EMD
₹ 6,01,800Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_341611_1Bid Award Id
ViewTender No
Short Term NIT No. 11/2023-24 Zone BharatpurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
Mega Highway to Maktot Road Km. 0/0 to 1/0
0.4
5230
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
_____do___________ with lead 500mtr to 1000 mtr
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
20707.5
2050042
99
Mega Highway to Maktot Road Km. 0/0 to 1/0
990
98010
99
Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305).
In ordInary soil
manually including breaking of clods
-
-
-
Sadpura Main Gate to Sadpura Temple Road Km. 0/0 to 1/200
660
38940
59
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.
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
5958.08
4111071
690
Sadpura Main Gate to Sadpura Temple Road Km. 0/0 to 1/200
540
372600
690
Mega Highway to Maktot Road Km. 0/0 to 1/0
787.72
543525
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
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
1577.81
1882330
1193
Sadpura Main Gate to Sadpura Temple Road Km. 0/0 to 1/200
252.45
301172
1193
Mega Highway to Maktot Road Km. 0/0 to 1/0
286.88
342241
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
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
1434.38
1797271
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 1.0 Kg Extra in Emulsion per 10 Sqm
8.5 kg /10 Sqm
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
18750
453750
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 @ 2.75 kg /10sqm
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
18750
176250
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
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
18750
1938750
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. b) with bitumen grade VG-30
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
18750
660000
35.2
Construction of dry lean cement concrete sub- base over a prepared sub - grade with coarse and fine aggregate conforming to IS : 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15 : 1, aggregate gradation after blending to be as per Table 600 -1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8 -10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601.
-
-
-
Sadpura Main Gate to Sadpura Temple Road Km. 0/0 to 1/200
660
1745040
2644
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
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
382.5
2178337
5695
Sadpura Main Gate to Sadpura Temple Road Km. 0/0 to 1/200
1052.21
5992347
5695
Mega Highway to Maktot Road Km. 0/0 to 1/0
610.63
3477509
5695
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
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
105
47817
455.4
Sadpura Main Gate to Sadpura Temple Road Km. 0/0 to 1/200
75
34155
455.4
Mega Highway to Maktot Road Km. 0/0 to 1/0
75
34155
455.4
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.
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-
-
Mahswa to Farm Km. 0/0 to 5/500
2
23884
11942
Sadpura Main Gate to Sadpura Temple Road Km. 0/0 to 1/200
1
11942
11942
Mega Highway to Maktot Road Km. 0/0 to 1/0
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
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
2
6214
3107
Sadpura Main Gate to Sadpura Temple Road Km. 0/0 to 1/200
2
6214
3107
Mega Highway to Maktot Road Km. 0/0 to 1/0
2
6214
3107
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)
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
6
7482
1247
Sadpura Main Gate to Sadpura Temple Road Km. 0/0 to 1/200
2
2494
1247
Mega Highway to Maktot Road Km. 0/0 to 1/0
2
2494
1247
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.
200 m stone (precast)
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
22
7832
356
Sadpura Main Gate to Sadpura Temple Road Km. 0/0 to 1/200
2
712
356
Mega Highway to Maktot Road Km. 0/0 to 1/0
4
1424
356
PART 'B' (HP Culvert 2x1000) 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
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
214.6
26610
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.
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
42.27
132350
3131
Providing and laying 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
in cement mortar 1:4
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
116.58
378292
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 1000 mm dia (double row)
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
15
100443
6696.2
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
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
36.8
10267
279
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
Mahswa to Farm Km. 0/0 to 5/500
130.72
14954
114.4
PART- C (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
-
-
-
Sadpura Main Gate to Sadpura Temple Road Km. 0/0 to 1/200
360
44640
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.
-
-
-
Sadpura Main Gate to Sadpura Temple Road Km. 0/0 to 1/200
120
375720
3131
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
-
-
-
Sadpura Main Gate to Sadpura Temple Road Km. 0/0 to 1/200
24
95640
3985
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
-
-
-
Sadpura Main Gate to Sadpura Temple Road Km. 0/0 to 1/200
108
506412
4689
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