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Internal Development In The Pocket Of 16 Nos . Plots Area At Bharatpuri Yojana Gonda . Group-3, GONDA-Uttar Pradesh

Uttar Pradesh Housing And Development Board-UPAVP has published Internal Development In The Pocket Of 16 Nos . Plots Area At Bharatpuri Yojana Gonda . Group-3. Submission Date for this Tender is 16-07-2020. Land Development Tenders in GONDA Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

24803175
Internal Development In The Pocket Of 16 Nos . Plots Area At Bharatpuri Yojana Gonda . Group-3
Open Tender
Indian
Uttar Pradesh
GONDA
16-07-2020

Tender Details

Internal Development In The Pocket Of 16 Nos . Plots Area At Bharatpuri Yojana Gonda . Group-3

Key Value

Document Fees
INR 590 /-
EMD
INR 14000.0 /-
Tender Value
INR 6.86 Lakhs /-

BOQ Items

Name of Work: Construction Of 6.00 M & 3.00 M wide Road CK Type drain &Toe wall 16 Nos. Plots At Bharatpuri Yojana in Gonda.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Dag belling 15 cm deep in one line aligned, with flag and jhandis as directed by Engineer in Charge. BI01010001010000000000000515BI0100001113 149 Rmt.
2 2 Earth work in cutting or in embankment in ordinary soil excavation to be inthe form of regular pits not exceeding 1/2 m. (20") in the depth and earth work in embankment to be in 20 cm layers including ramming & dressing the surface to required levels and slops and also including 1.5 m lift & 30.00 m lead. The earth from cutting to be used in making embankment or to deposited as spoil banks with in 30.00 m distance as directed by the E/I. Rates are including Royality.Gonda S.O.R-2018 Item No-253 BI01010001010000000000000515BI0100001114 74.7 Cum.
3 3 Preparation and consolidation of sub - grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub-grade and disposal of surplus earth lead up to 50 mtrs. BI01010001010000000000000515BI0100001115 322.1 Sqm.
4 4 Providing, Laying ,spreading & compacting graded stone aggregate to wet mix-macadam specification including pre-mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller 8-10 tonne capacity to achieve the desire density. (MORTH &H Specification -406) BI01010001010000000000000515BI0100001116 34.78 cum
5 5 Supply and fixing of 80 mm thick Precast cement concerete and Fly Ash Zig Zag-Shape rubber moulded Interlocking paver blocks ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness of O.P.Cement smooth 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 40 Mpa. and weigt 4.5 kg per including cost of material, with a blanket layer of 5.00cm. thick fine sand including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge. BI01010001010000000000000515BI0100001117 265.5 sqm
6 6 Supply and fixing of 60 mm thick Precast cement concerete and Fly Ash Zig Zag-Shape rubber moulded Interlocking paver blocks ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness of O.P.Cement smooth 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 35 Mpa and weigt 3.35 kg per including cost of material, with a blanket layer of 5.00cm. thick fine sand including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge. BI01010001010000000000000515BI0100001118 56.6 Sqm.
7 7 Ck Type Drain BI01010001010000000000000515BI0100001119
8 8 Earth work in excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.5 M and lead upto 30 m & including filling, watering & ramming of excavated earth into the trenches and disposal of surplus earth as directed by the Engineer i/c within a lead of 50 m. (SI 251) BI01010001010000000000000515BI0100001120 35.52 cum
9 9 Providing and laying cement concrete 1:6:12 (1 cement:6 coarse sand (FM 2.2 to 3.6): 12 graded bricks aggtegate 40 mm nominal size) and curing complete including cost of form work in foundation and floors (SI No.273) BI01010001010000000000000515BI0100001121 8.95 cum
10 10 First class B/w in 1:6 cewment & c.sand mortar in foundation and plinth including supply of all material and T&Petc required for proper completion of the work. S.I.303 BI01010001010000000000000515BI0100001122 20.06 cum.
11 11 Providing and laying 25 mm thick cement concrete 1:2:4 (1 cement: 2 c. Sand (FM 2.2 to 3.6): 4 graded stone aggtegate 20 mm nominal size) and finished with 3 mm thick floating coat of neat cement, curing etc. complete including cost of form work in foundation and floors. S.I.601 BI01010001010000000000000515BI0100001123 17.14 Sqm.
12 12 12 mm. thick cement plaster in 1:6 cement Coarse Sand ( FM 1.5 to 1.75) mortar, single coat on fair side of single or half brick wall for interior plastering including internal rounded angles chamfers and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. (SI-586) BI01010001010000000000000515BI0100001125 153.09 Sqm.
13 13 Providing and laying 40 mm cement concrete 1:2:4 (1 cement:2 c. sand(FM 2.2 to 3.6): 4 graded stone aggtegate 20 mm nominal size) finished with 3 mm thick floating coat of neat cement, curing etc. complete including cost of form work in foundation and floors. S.I.605 BI01010001010000000000000515BI0100001126 6.3 Sqm.
14 14 R.C.C. work with cement approved coarse sand and 2 cm (3/4") gauge approved stone grit in the proportion 1:1½:3 in slab & including making drip coarse excluding supply of reinforcement binding the same with 24BWG binding wire and including necessary centering and shuttering etc, and also including supply of all material labour and tools and plants etc required for proper completion of the work. (S.I. No. 284) BI01010001010000000000000515BI0100001127 2.92 Cum.
15 15 Mild steel or iron work in plain work such as reinforce concrete work (when not included in an over all rates) including bending and cutting for proper completion of the work and including supply of steel. Its wwastage, bends, hooks and authorised overlaps shall be measured upto floor to level.required for proper completion of the work. (S.I. No. 504) BI01010001010000000000000515BI0100001122 210.4 Kg.
16 16 Excavation in foundation in ordinary soil (Loam, clay or sand) for laying of pipe line including filling watering and ramming of excavated earth into the trenches disposal of earth within a lead of 50.00M as directed by E/I BI01010001010000000000000515BI0100001123 48 Cum.
17 17 Supply & Laying of 90 mm. Dia PVC pipe of 6 kg./Sqcm. (I.S.I. maks) including earth work in excavation and Ssupply & fixing of all PVC specials includinf all labour, materials, T & P etc. Complete as per direction of E/I. BI01010001010000000000000515BI0100001125 50 Rmt.
18 18 Add 10 % for PVC Fittings on Rs 155x50= 7750.00 BI01010001010000000000000515BI0100001126 1 JOB
19 19 Making water connection in existing old water line with P.V.C. D-Joint and including all fittings, labour, materials etc. Complete as per direction of E/I. BI01010001010000000000000515BI0100001127 3 Nos.
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