Pune University Tender
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Pune University - UOFP Tender
Eprocure
Opening Date30 Jul 2019
Closing Date22 Aug 2019
Tender Amount₹ 46,70,140
Costs
EMD
₹ 47,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Annual Reparis Work For Drainage Line Network At The Campus Of Savitribai Phule Pune University
Description
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Contact
Tender Id
2019_UOFP_468785_1Bid Award Id
ViewTender No
CANo19-20/SPPU/EST/EE/CIVIL/03Tender Authority
Pune University ViewPurchaser Address
-Website
http://www.unipune.ac.in
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Documents
BOQ Items
Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia and above. Etc complete. As directed by Engineer in
charge.
80
-
254.9
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. Lift 0 to 1.5 m
(Bd-A-1/259)
270
-
152.25
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 m
(Bd-A-4/259)
80
-
476.7
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. Lift 0 to 1.5 m
(Bd-A-6/259)
50
-
808.5
Filling in plinth and floors / trenches with contractor's murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263)
30
-
725.55
Providing and laying in situ Cement Concrete M-10 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc.
complete. (Cement 5.90 bags / cum)
10
-
3938.55
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc.
complete. (Cement 5.90 bags / cum)
25
-
4282.95
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 Engineerin- charge.
12
-
22212.75
Rebate for every decrease in depth of
50 cm or part thereof
7
-
3290.7
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 5.00 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 Engineerin- charge.
2
-
66367.4
Rebate for every decrease in depth of
50 cm or part thereof
1
-
6802.95
Valve chamber with precast steel fibre reinforced concrete frame and covers (S.F.R.C. frame and covers) Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge. As above of 60 x 45 cm internal size and depth upto 0.9 M with S.F.R.C. frame and cover. Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M.
25
-
8165.85
Add for every increase in depth of 30
cm or part thereof
10
-
1210.65
As above of 90 x 45 cm internal size and depth upto 1.2 M with S.F.R.C. frame and cover.
20
-
11603.55
Add for every increase in depth of 30
cm or part thereof
10
-
1442.7
As above of 90 x 60 cm internal size and depth upto 1.2 M with S.F.R.C. frame and cover.
20
-
12770.1
Add for every increase in depth of 30
cm or part thereof
10
-
1562.4
As above of 90 x 90 cm internal size and depth upto 1.2 M with S.F.R.C. frame and cover.
10
-
16917.6
Add for every increase in depth of 30
cm or part thereof
5
-
1806
Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer-in-charge (20 tonnes capacity). 90 X 45 cm Size
40
-
2816.1
90 X 60 cm Size
30
-
3051.3
60 X 45 cm Size
35
-
2415
Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges, transport to departmental stores / site, unloading and stacking, etc. complete. (IS-458/1988) Class ' NP - III ' Collar Joints ( For 2.00 M Length ) 150mm
60
-
403.2
200mm
120
-
548.1
225mm
180
-
653.1
250mm
50
-
764.4
300mm
250
-
1063.65
450mm
150
-
2217.6
600mm
450
-
2535.75
Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (IS-783/1985) ( For all Class of Pipes ) 150mm
-
-
84
200mm
-
-
111.3
225mm
-
-
130.2
250mm
-
-
145.95
300mm
-
-
176.4
450mm
-
-
280.35
600mm
-
-
385.35
Providing ISI Mark GI Pipe of Following Class and dia. Excluding GST levied by GOI and GOM in all repect including inspection charges , transportation to stores etc complete as per IS 1239 / 2004 C ) Heavy 15mm
60
-
82.95
20mm
70
-
107.1
25mm
120
-
166.95
32mm
110
-
212.1
40mm
80
-
245.7
50mm
130
-
340.2
Lowering , Laying and Jointing GI pipes and specials of Following class and diameter including conveyance from stores to site of works all labour etc. complete either underground or in vertical position as directed by engineer in charge C ) Heavy 15mm
-
-
28.35
20mm
-
-
32.55
25mm
-
-
37.8
32mm
-
-
44.1
40mm
-
-
56.7
50mm
-
-
70.35
Providing and fixing 15cm x 10cm salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including C.I. grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with C.I. lid and C.I. grating for the gully trap. Spec. No: - Bd.-V 38 Page No. 572
20
-
1137.1
Providing second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/in plinth external walls including bailing out water, striking joints on unexposed faces, racking out joints on exposed faces and watering, Complete. Spec. No: - Bd. G.1 Page No.313
5
-
6181.4
Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water, striking joints on un exposed faces and watering complete. Spec.No.:Bd.H.1PageNo.329
2
-
4790.45
Providing sand faced plaster externally in cement mortar using approved screened sand in. all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment of 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days, scaffolding etc. complete. Bd.L.7 Page No. 369
55
-
652.3
Providing tuck pointing with cement mortar 1:3 for stone masonry including scaffolding and curing complete.
Spec. No.: Bd. L. 16 Page No. 373
30
-
138.55
Providing J.C.B. for cleaning, levelling, digging and miscellanous work etc. complete. Spec. No: - As directed by Engineer in charge
20
-
1243.2
Material Shifting by truck Spec. No: - As directed by Engineer in charge
40
-
650
Mazdoor Male
65
-
387.45
Plumber ( Building / Pipeline)
35
-
448.35
Cleaning of chamber / manhole by jetting machine to remove the chockup of draiange line
25
-
3500
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