Public Works Department Tender
View complete overview of Manipur PWD Tender
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
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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-
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)
13125
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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 3.50-7.00 km
-
-
-
Scarifying gravelled macadam or bitumious macadam surface (by power). (a) Not exceeding 40 mm in depth.
3750
-
-
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.
787.5
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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
984.38
-
-
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
-
-
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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-
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 7.00-10.50 km (SH :- Chainage from 7.00 Km to 9.10 Km)
-
-
-
Scarifying gravelled macadam or bitumious macadam surface (by power). (a) Not exceeding 40 mm in depth.
3375
-
-
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 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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-
(ii) IRC Gr- III
590.63
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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
-
-
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
-
-
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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-
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)
-
-
-
Scarifying gravelled macadam or bitumious macadam surface (by power). (a) Not exceeding 40 mm in depth.
2437.5
-
-
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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-
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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-
(ii) IRC Gr- III
393.75
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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
-
-
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
-
-
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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-
Impvt. of road from Nongda (Napet Andro Road) Nongdam to Mafou Dam from 10.50 Km to14.00 km
-
-
-
Scarifying gravelled macadam or bitumious macadam surface (by power). (a) Not exceeding 40 mm in depth.
3000
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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. (i) IRC Gr-II
562.5
-
-
(ii) IRC Gr- III
984.38
-
-
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
-
-
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
-
-
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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-
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