Directorate Of Urban Local Bodies Tender
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Directorate Of Urban Local Bodies - DOLBU Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date16 May 2025
Closing Soon26 May 2025
Tender Amount₹ 1,16,279.64
Costs
EMD
₹ 1,00,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DOLBU_1039486_1Tender No
411/NPPLONI/ETENDER/2025-26Tender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://http://localbodies.up.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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D-Joint-CI Complete seat with nut boilt and rubber ring PVC (160MM)
1
650
650
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D-Joint-CI Complete seat with nut boilt and rubber ring PVC (200MM)
1
960
960
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D-Joint-Class 15 AC Complete seat with nut boilt size 5x6 and rubber ring (250MM)
1
1150
1150
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D-Joint-Class 15 AC Complete seat with nut boilt size 5x6 and rubber ring (300MM)
1
1835
1835
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D-Joint-Class 15 AC Complete seat with nut boilt size 5x6 and rubber ring (350MM)
1
2080
2080
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Pipe PVC 6kg ISI mark (110MM)
1
374
374
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Pipe PVC 6kg ISI mark (140MM)
1
773
773
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Pipe PVC 6kg ISI mark (160MM)
1
990
990
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Pipe PVC 6kg ISI mark (200MM)
1
1567
1567
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Pipe PVC 6kg ISI mark (250MM)
1
2574
2574
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Pipe AC Kirti brand with socket and teiten rubber (250MM)
1
1465
1465
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Pipe AC Kirti brand with socket and teiten rubber (300MM)
1
1890
1890
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Pipe AC Kirti brand with socket and teiten rubber (350MM)
1
2442
2442
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Socket PVC cupller-H (110MM)
1
199
199
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Socket PVC cupller-H (140MM)
1
431
431
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Socket PVC cupller-H (160MM)
1
1263
1263
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Socket PVC cupller-H (200MM)
1
1500
1500
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Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron
Pipes conforming to IS : 8329 :18.72.3 200 mm dia Ductile Iron Class K-7 pipes
1
1986
1986.9
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Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron
Pipes conforming to IS : 8329 :18.72.4 250 mm dia Ductile Iron Class K-7 pipes
1
1986
1986.9
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Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron
Pipes conforming to IS : 8329 :18.72.4 250 mm dia Ductile Iron Class K-7 pipes
1
2481
2481.74
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SUPPLY OF M/S PIPE 110 MM DIA
1
1900
1900
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SUPPLY OF M/S PIPE 160 MM DIA
1
2150
2150
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Solvent (1 Kg.)
1
500
500
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Redeuser (110 MM)
1
148
148
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Redeuser (140 MM)
1
225
225
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Redeuser (160 MM)
1
359
359
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Redeuser (200 MM)
1
783
783
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Redeuser (250 MM)
1
1244
1244
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Redeuser-T (110 MM)
1
405
405
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Redeuser-T (140 MM)
1
777
777
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Redeuser-T (160 MM)
1
851
851
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Redeuser-T (200 MM)
1
3220
3220
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Redeuser-T (250 MM)
1
4384
4384
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T (110 MM)
1
312
312
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T (140 MM)
1
940
940
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T (160 MM)
1
1491
1491
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T (200 MM)
1
2957
2957
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T (250 MM)
1
4064
4064
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L.Bo. (110 MM)
1
250
250
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L.Bo. (140 MM)
1
803
803
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L.Bo. (160 MM)
1
937
937
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L.Bo. (200 MM)
1
1980
1980
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L.Bo. (250 MM)
1
3677
3677
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Cap and (110 MM)
1
138
138
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Cap and (140 MM)
1
294
294
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Cap and (160 MM)
1
349
349
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Cap and (200 MM)
1
638
638
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Cap and (250 MM)
1
1176
1176
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Service sandel (110 MM)
1
215
215
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Service sandel (140 MM)
1
457
457
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Service sandel (160 MM)
1
568
568
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Service sandel (200 MM)
1
1207
1207
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Mazduri (110 MM)
1
2363
2363
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Mazduri (140 MM)
1
2388
2388
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Mazduri (160 MM)
1
2468
2468
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Mazduri (200 MM)
1
5685
5685
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Mazduri (250 MM)
1
6000
6000
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Mazduri (300 MM)
1
6500
6500
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Mazduri (350 MM)
1
7200
7200
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Pumping set with Deisel and labour.
1
1125
1125
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Dismantling of old brick laid on edge kharanja/interloking tiles including stacking of old bricks.
1
35
35
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Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).
1
1340
1340
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E/W in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not be exceeding 0.50 m in depth and earth work in embankment to be in 20 cm. Layers including ramming and dressing the surface to required levels and slop and also including 1.5 m. lift and up to 15 km .SI NO. 253A+261B+231B
1
365
365
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Laying of interlocking tiles of 60 to 80 mm thick including levelling and dressing of surface up to required level and slopes filling joints with local sand including cost of labour, T&P etc complete But excluding cost of material as directed by Engineer in charge.
1
110
110
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Construction of granular sub base (GSB) by providing coarse grade material spreading in uniform layers with mortar grade on prepared surface mixing by mix in place method with rotavetar at OMGSB/RBM spreaing in uniform layor mortar grader on prepared surface mix in place method with rotavaror at OMC at compacting with vibratory roller to achive the desired complete surface.
1
3998
3998
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Supplying & Laying of 80 mm precast cement concrete I -shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200x(160+120mm) O.P. Cement , smoot high gloss finish, skid resistant manufactured from rubber moulds through vibro- compression mechanism . The compressive strength of concrete paver block shall not be less than 30Mpa (m-30) and weight 5kg per no. conferming to IS:15658-2006 including cost of material ,labour ,T&Petc required for proper completion of the work as directed by Egneer-in charge.(ISI MARK INTERLOKING TILES)
1
847
847
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Brick soling with strainght over burnt bricks laid flat and dry with brick edging on both sides including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7, spreading blinding coat 1cm (3/8") depth of local earth over the entire surface and including supply of all materials, labour Tools & Plants etc. required for proper completion of the work.
1
475
475
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Construction of un-reinforced. Dowel jointed at expansion and construction joint only, plain cement concrete pavement, Thickness as per design, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade)(1.1½.3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels.rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved curing of concrete slabs for 14-days, curing compound (Where specified) and water finishing ro lines and grade as per drawing and Technical specification Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of matrials & Concrete etc.
1
8050
8050
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