Directorate Of Municipal Administration Tender
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Directorate Of Municipal Administration Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date24 Feb 2024
Closing Date6 Mar 2024
Tender Amount₹ 19,15,464.24
Costs
EMD
₹ 22,700Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DMA_1014812_8Bid Award Id
ViewTender No
BNP/Karya-17/1541/2023-24Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://mahatenders.gov.in
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Documents
BOQ Items
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) (MJP SSR P.No.37, It.No.1) a) Lift 0 to 1.50m
1143.28
188641
165
Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd- A-2/259) (MJP SSR P.No.37, It.No.2) a) Lift 0 to 1.50m
181.74
42181
232.1
b) Lift 1.50 to 3.00m
338.37
84118
248.6
Excavation for foundation / pipe trenches in slush muddy / marshy / slushy / soil including use of poclain, labour for dewatering during execution including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, preparing the bed by cleaning the mud, labour required for execution for shuttering item but excluding backfilling, etc. complete. Providing and fixing shuttering shall be paid separately. (MJP SSR P.No.38 It.No.8)
38
17012
447.7
Lowering, laying and jointing in proper and alignment R.C.C. pipes with collar joints in C.M. 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubbering or R.C.C. collar), including cost of coveyance from stores to sight of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by enginer incharge.(MJP SSR P.No.110 It.No.2 ) 200MM Dia.
462.7
49555
107.1
250MM Dia.
356.6
49424
138.6
Hydraulic testing of RCC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.(MJP SSR P.No.111 It.No.2 ) 200MM Dia.
462.7
5390
11.65
250MM Dia.
356.6
5723
16.05
Filling in plinth and floors murum bedding in trenches with available murum for foundation in 15 cm to 20 cm layer including watering and compaction complete.(MJP SSR P.No.41 It.No.16)
113.28
10942
96.6
Providing and constructing on sewer, B.B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineer- in-charge.(MJP DSR P.No.285 It.No.6)
a) Upto 1.50m depth
12
317973
26497.8
b) Upto 2.00m depth
14
428475
30605.4
Providing and constructing on sewer, B. B. masonry circular manhole concentric cone 1.5 M dia. at bottom and 0.5 M dia. at top and upto a depth of 5.00 M with 23 cm brick work, upto depth of 2 M from top and 35 cm thick brick work for balance depth in CM 1:4 proportion with 20 mm thick smooth plaster on both sides in CM 1:2 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerin-charge.(MJP DSR P.No.286 It.No.7) a) Upto 2.50m depth
7
299880
42840
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete(MJP SSR P.No.40 It.No.15)
1420.15
137186
96.6
Disposing of excavated stuff of any kind from site to work to any place which is within a lead of 2.5 Km as directed etc. complete.(MJP SSR P.No.31 )
359.99
137407
381.7
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A- 9/261) (MJP SSR P.No.40 It.No.14)
1
36445
36445.5
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