Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Improvement Of Road From Nongda (napet Andro Road) Nongdam To Mafou Dam From 0.00 Km To 14.00 Km in Kamjong, Manipur, with an estimated contract value of Rs. 9,52,25,651. The bid opening date for this tender is 07-07-2020 and the last date for bid submission is 21-07-2020. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 19,05,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_PWDM1_922_1Tender No
EE/IE/etender/2020-21/1 Dt. 06/07/2020Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwdmanipur.nic.in/
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Documents
BOQ Items
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Providing and laying one layer W.B.M 7.5 cm consolidated thickness using 1 cum of stone aggregate conforming to IRC Grades per 10 sqm of road surface & 0.23 cum of binder materials of approved quantity per 10 sqm of road surface including consolidating of the same, rolling of the surface to camber, superelevation & grade by using template straight edges & spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickness), dry & wet rolling with 8 to 10 tonnes roller including earth edging 30 cm width on both sides & applying binding materials as specified. (i) IRC Gr-II
562.5
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Impvt. of road from Nongda (Napet Andro Road) Nongdam to Mafou Dam from 10.50 Km to14.00 km
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Providing and laying bituminous macadam of 50 mm as per clause 504.1 of "MOST" specification for base course with binder content @ 4 % by weight of total mix including preparation of bases including filling of pot holes , cleaning the surfaces with wire brushes etc. and providing suitable edge supports heating of binder and aggregate handling of materials , screening, mixing , in hot mix plant conforming and transporting laying and finishing with paver finisher to the required level, grade and camber, rolling by power roller etc. complete including running of all plants (a) Using bitumen (80/100).
13125
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Providing and laying bituminous macadam of 50 mm as per clause 504.1 of "MOST" specification for base course with binder content @ 4 % by weight of total mix including preparation of bases including filling of pot holes , cleaning the surfaces with wire brushes etc. and providing suitable edge supports heating of binder and aggregate handling of materials , screening, mixing , in hot mix plant conforming and transporting laying and finishing with paver finisher to the required level, grade and camber, rolling by power roller etc. complete including running of all plants (a) Using bitumen (80/100).
7875
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Providing 25 mm thick semi-dense carpeting course aggregate fine aggregate and filler required grading conforming to Table500.11 of IRC specification in sufficient to yield specified thickness after compaction including through dressing of surface, screening and cleaning of stone materials making component including coarse aggregate,fine aggregate and filler to obtain homogenous mixture with requisite quantity of binder @ 5.50 % by weight to mix, mixing the quantity in hot mix plant conforming to IS 3066 and laying the mixture uniformly to specified grade line and cross section over the existing surface. (a) Using bitumen (80/100)
13125
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(ii) IRC Gr- III
984.38
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Providing and laying one layer W.B.M 7.5 cm consolidated thickness using 1 cum of stone aggregate conforming to IRC Grades per 10 sqm of road surface & 0.23 cum of binder materials of approved quantity per 10 sqm of road surface including consolidating of the same, rolling of the surface to camber, superelevation & grade by using template straight edges & spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickness), dry & wet rolling with 8 to 10 tonnes roller including earth edging 30 cm width on both sides & applying binding materials as specified. (i) IRC Gr-II
239.06
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Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. (a) Hard/dense soil kutcha line drain
1500
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Providing 25 mm thick semi-dense carpeting course aggregate fine aggregate and filler required grading conforming to Table500.11 of IRC specification in sufficient to yield specified thickness after compaction including through dressing of surface, screening and cleaning of stone materials making component including coarse aggregate,fine aggregate and filler to obtain homogenous mixture with requisite quantity of binder @ 5.50 % by weight to mix, mixing the quantity in hot mix plant conforming to IS 3066 and laying the mixture uniformly to specified grade line and cross section over the existing surface. (a) Using bitumen (80/100)
13125
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Scarifying gravelled macadam or bitumious macadam surface (by power). (a) Not exceeding 40 mm in depth.
2812.5
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Providing and laying one layer W.B.M 7.5 cm consolidated thickness using 1 cum of stone aggregate conforming to IRC Grades per 10 sqm of road surface & 0.23 cum of binder materials of approved quantity per 10 sqm of road surface including consolidating of the same, rolling of the surface to camber, superelevation & grade by using template straight edges & spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickness), dry & wet rolling with 8 to 10 tonnes roller including earth edging 30 cm width on both sides & applying binding materials as specified. (i) IRC Gr-II
936.56
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(ii) IRC Gr- III
393.75
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Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. (a) Hard/dense soil kutcha line drain
1871.25
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Providing and laying bituminous macadam of 50 mm as per clause 504.1 of "MOST" specification for base course with binder content @ 4 % by weight of total mix including preparation of bases including filling of pot holes , cleaning the surfaces with wire brushes etc. and providing suitable edge supports heating of binder and aggregate handling of materials , screening, mixing , in hot mix plant conforming and transporting laying and finishing with paver finisher to the required level, grade and camber, rolling by power roller etc. complete including running of all plants (a) Using bitumen (80/100).
13125
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Providing 25 mm thick semi-dense carpeting course aggregate fine aggregate and filler required grading conforming to Table500.11 of IRC specification in sufficient to yield specified thickness after compaction including through dressing of surface, screening and cleaning of stone materials making component including coarse aggregate,fine aggregate and filler to obtain homogenous mixture with requisite quantity of binder @ 5.50 % by weight to mix, mixing the quantity in hot mix plant conforming to IS 3066 and laying the mixture uniformly to specified grade line and cross section over the existing surface. (a) Using bitumen (80/100)
7875
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Providing and laying bituminous macadam of 50 mm as per clause 504.1 of "MOST" specification for base course with binder content @ 4 % by weight of total mix including preparation of bases including filling of pot holes , cleaning the surfaces with wire brushes etc. and providing suitable edge supports heating of binder and aggregate handling of materials , screening, mixing , in hot mix plant conforming and transporting laying and finishing with paver finisher to the required level, grade and camber, rolling by power roller etc. complete including running of all plants (a) Using bitumen (80/100).
5250
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Providing and laying bituminous macadam of 50 mm as per clause 504.1 of "MOST" specification for base course with binder content @ 4 % by weight of total mix including preparation of bases including filling of pot holes , cleaning the surfaces with wire brushes etc. and providing suitable edge supports heating of binder and aggregate handling of materials , screening, mixing , in hot mix plant conforming and transporting laying and finishing with paver finisher to the required level, grade and camber, rolling by power roller etc. complete including running of all plants (a) Using bitumen (80/100).
13125
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Providing laying & compacting granular base/sub -base according to lines, grades & cross-sections by using naturally occurring sand gravel/ conforming to IRC grade 2 of M.O.S.T specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to 10 tonnes capacity in layers not exceeding 150 mm ( spread thickness) including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge.
843.75
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Scarifying gravelled macadam or bitumious macadam surface (by power). (a) Not exceeding 40 mm in depth.
3375
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Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. (a) Hard/dense soil kutcha line drain
2250
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Providing and laying one layer W.B.M 7.5 cm consolidated thickness using 1 cum of stone aggregate conforming to IRC Grades per 10 sqm of road surface & 0.23 cum of binder materials of approved quantity per 10 sqm of road surface including consolidating of the same, rolling of the surface to camber, superelevation & grade by using template straight edges & spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickness), dry & wet rolling with 8 to 10 tonnes roller including earth edging 30 cm width on both sides & applying binding materials as specified. (i) IRC Gr-II
562.5
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Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. (a) Hard/dense soil kutcha line drain
2250
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Impvt. of road from Nongda (Napet Andro Road) Nongdam to Mafou Dam from 10.50-14.00 km (SH :- Chainage from 9.10 to 10.50 Km)
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Impvt. of road from Nongda (Napet Andro Road) Nongdam to Mafou Dam from 0.00-3.50 km
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Providing laying & compacting granular base/sub -base according to lines, grades & cross-sections by using naturally occurring sand gravel/ conforming to IRC grade 2 of M.O.S.T specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to 10 tonnes capacity in layers not exceeding 150 mm ( spread thickness) including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge.
393.75
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Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. (a) Hard/dense soil kutcha line drain
750
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Providing laying & compacting granular base/sub -base according to lines, grades & cross-sections by using naturally occurring sand gravel/ conforming to IRC grade 2 of M.O.S.T specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to 10 tonnes capacity in layers not exceeding 150 mm ( spread thickness) including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge.
900
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Providing 25 mm thick semi-dense carpeting course aggregate fine aggregate and filler required grading conforming to Table500.11 of IRC specification in sufficient to yield specified thickness after compaction including through dressing of surface, screening and cleaning of stone materials making component including coarse aggregate,fine aggregate and filler to obtain homogenous mixture with requisite quantity of binder @ 5.50 % by weight to mix, mixing the quantity in hot mix plant conforming to IS 3066 and laying the mixture uniformly to specified grade line and cross section over the existing surface. (a) Using bitumen (80/100)
5250
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Scarifying gravelled macadam or bitumious macadam surface (by power). (a) Not exceeding 40 mm in depth.
3750
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Scarifying gravelled macadam or bitumious macadam surface (by power). (a) Not exceeding 40 mm in depth.
3000
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Impvt. of road from Nongda (Napet Andro Road) Nongdam to Mafou Dam from 3.50-7.00 km
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Impvt. of road from Nongda (Napet Andro Road) Nongdam to Mafou Dam from 7.00-10.50 km (SH :- Chainage from 7.00 Km to 9.10 Km)
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(ii) IRC Gr- III
984.38
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Providing laying & compacting granular base/sub -base according to lines, grades & cross-sections by using naturally occurring sand gravel/ conforming to IRC grade 2 of M.O.S.T specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to 10 tonnes capacity in layers not exceeding 150 mm ( spread thickness) including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge.
843.75
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Providing and laying one layer W.B.M 7.5 cm consolidated thickness using 1 cum of stone aggregate conforming to IRC Grades per 10 sqm of road surface & 0.23 cum of binder materials of approved quantity per 10 sqm of road surface including consolidating of the same, rolling of the surface to camber, superelevation & grade by using template straight edges & spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickness), dry & wet rolling with 8 to 10 tonnes roller including earth edging 30 cm width on both sides & applying binding materials as specified. (ii) IRC Gr-III
984.38
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Scarifying gravelled macadam or bitumious macadam surface (by power). (a) Not exceeding 40 mm in depth.
2437.5
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