Public Works Department Tender
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Costs
EMD
₹ 1,43,180Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2024_CEPWD_428573_6Bid Award Id
ViewTender No
NIT No 07 of 2024-25 EE PWD DN KekriTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
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.
112.5
2389
268785
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.
780
4343
3388242
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
157.5
115
18112.5
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.
26.25
2935
77067.38
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 R.C.C. grade M-20 in bed plates upto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering
11.25
3962
44574.75
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 R.C.C. grade M-20 in superstructure upto 4.5 mtr. from ground level excluding cost of steel reinforcement but including the cost of centering & shuttering
60
4381
262878
Providing & fabricating steel reinforecemnt for RCC work including cutting, bending, placing in position and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600 TMT Steel reinforcement
1.8
86000
154800
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
30
623
18690
600 mm dia
30
1215
36450
Name of Road : (2)Sarwar to Sameliya Km 0/00 to 0/500
-
-
-
Part "A" : CC Pavement
-
-
-
Scarifying, including picking up scarified material and stacking of old serviceable material with in a lead of 100 metres [MoRTH specification: Clause 501]. Top bituminous surface of surface dressing or premix carpet with all lift and lead upto 1000m for reusable materials.
1875
15
28125
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 15 To achieve 95% Proctor density
300
286
85800
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.
187.5
2389
447975
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.
375
4343
1628962.5
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
157.5
115
18112.5
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.
26.25
2935
77067.38
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 R.C.C. grade M-20 in bed plates upto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering
11.25
3962
44574.75
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 R.C.C. grade M-20 in superstructure upto 4.5 mtr. from ground level excluding cost of steel reinforcement but including the cost of centering & shuttering
60
4381
262878
Providing & fabricating steel reinforecemnt for RCC work including cutting, bending, placing in position and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600 TMT Steel reinforcement
1.8
86000
154800
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
30
623
18690
600 mm dia
30
1215
36450
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