Tender For Development Work Of Plot.
Tender Value
15.24 Lakhs
Estimated cost
Bid Submission
10 Jan 2022
0 days left
EMD
31000
Bank guarantee accepted
Document Fee
1770
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jajmau → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Development Work Of Plot.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork: Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5m lead upto 50m & dressing of sides ramming of bottom and disposal of surplus excavated earthas directed earth as directed by the E/I with in a lead of 50m. S.I.-251 |
| 2 | E/W in cutting or in embankment in ordinary soil excavation to be done in form of regular pits not exceeding 1/2 m in depth and work embankment to be in 20 cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 m lift and 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30m distance as directed by the (S.I. No. 253A) |
| 3 | Providing & laying incement concreteby 8:4:1 (Stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete including cost of formwork in foundation and floors. (PWD SOR S.I 281) |
| 4 | M-150 Class Brick work in 1:4 cement & coarse sand in foundation and plint all complete (PWD S.I. No. 305) |
| 5 | 12 mm cement plaster in two coats, backing coat 17 mm and finishing coat 3 mm thick ( of neat cement of cement and marble dust in ration 5:1) on rough side of single or half brick interior plastering upto floor two level including internal rounded angles. S.I. No. 17.53 |
| 6 | 1 cement : 4 coarse sand |
| 7 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on preprad surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. |
| 8 | Providing and laying of wet mix macadam by providing close graded material spreading in uniform layer with moter graders on prepared surface mixing by mix inplace method with rotovater OMC and compating with roller to achieve required density complete supply of all materials labour T&P. |
| 9 | Providing and laying bituminous macadam with 100-120 hot mix plan producing and average output of 75 tones per hours using crushed aggregates of specified grading pre mix with bituminous binder tranported to site laid over previously prepared surface with paver finisher including supply of all materials labour T & P required for proper completion of work. |
| 10 | Providing and applying tack coat with bitumen emulsion pressure distributor @0.25 kg/sqm. Another prepared bituminous/granular surface cleaned with mechanical broom before BM/SDC including supply of all material labour T&P required proper completion of work. |
| 11 | Providing and applying primer coat withemulsion pressure distributor @0.75 kg/sqm. using machanical means as per technical specification clause 502 including suplly of all material labour T&P. |
| 12 | P/L 20 mm thick SDBC with 100-120 TPH hot mix plant producing an average output 75t/h using crushed aggregate of specified grading premixed with bituminous binder @ CRMB 5% of mix and filler transporting the hot mix to work site laying with hydronslatic including supply of all material labour T&P required proper completion of work. |
| 13 | SEWER LINE |
| 14 | Excavation for depth upto 1.5 m below ground level for laying sewers, manholes, gully pits chambers sumps etc in ordinary soil (earth sand , loam and clay) including dressing levelling, refilling of trenches in 20 cm. Layerswatering and ramming the same including removal of surplus earth of other dismantled material upto a distance of 50m from the centre of trenches. |
| 15 | (a) 0.00-1.50 m Below GL |
| 16 | Providing & laying incement concreteby 8:4:1 (Stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete including cost of formwork in foundation and floors. (PWD SOR S.I 281) |
| 17 | Carting laying & Jointing of following dia (NP-2) R.C.C Hume pipe and special from store to the site of work, lowering the same into trenches in depth upto 1.5m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in cement and jointing with 1:2 cementmortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials , testing etc complete but excluding excavation and refilling of trenches from ground level to the required level . |
| 18 | d:- 250 mm dia 0-1.50m Below G.F |
| 19 | Construction of 1.00 x1.20x1.50m internal size manhole as per standard design and specification of KDA & including 30 cm thick cement concrete 1:4:8 base & channel, brick work one & halfbrick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement , coarse sand and 2 cmgauge stone grit with including ferro cement seat and ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat) |
| 20 | Addition / subtraction of Masonry shaft 1.00X1.20m size as per slandered design &specification of KDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mmthick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 18 mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23cm. centre to centre all complete. as per of Engineer in charge of work. |
| 21 | Supply & stacking of ISI Marked class N.P -2 RCC Hume pipe of following dia with collar at site with cartage including loading, unloading complete in all respect. |
| 22 | 250.00 mm dia |
AI Tender Summary
Tender Timeline
Jan 05, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 10, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 11, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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