Tender For Internal Development Work Of Planned Plots Near Pradhan Mantri Awas Yojana In L Block Of Anand Vihar Yojana.
Tender Value
76.07 Lakhs
Estimated cost
Bid Submission
14 Feb 2024
0 days left
EMD
3.80 Lakhs
Bank guarantee accepted
Document Fee
3540
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
hapur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Internal Development Work Of Planned Plots Near Pradhan Mantri Awas Yojana In L Block Of Anand Vihar Yojana.
BOQ
| Sl. No. | Item Description |
| 1 | PART(A):-ROAD WORK |
| 2 | Earthwork in cutting or in embankment in ordinary soil, excavation to be done from regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm layer including ramming and dressing the surface to required levels and slopes and also including 1.5M lifts andlead up to 8 km . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M distance as directed by the Engineer-in-charge, excluding the cost of royalty of earth. |
| 3 | Extra for mechanically compacted to achive 95% proctors density including arrangement of water, settlement of all T & P charges including roler and its fuel charge. |
| 4 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density,complete as per clause 401, |
| 5 | Providing & laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer with paver in sub- base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H - 406. |
| 6 | Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg/sqm. using mechanical means, including supply of all materials, labour, T&P etc required for proper completion of the work as per Clause- 502 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.) |
| 7 | Providing and applying tack coat with 80/100 bitumen emulsion on prepared surface of granular base including ……………..of the Engineer in charge (A.R) |
| 8 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 80/100(VG10) required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smoothwheeled roller 8-10 tonne capacity, finished to required level and grades |
| 9 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levelgrade & cross fall using Type B seal coats as per clause 513 of MOSRT &H specification and as per dierction of the E/I (A.R.) |
| 10 | Supply and fixing of 80 mm thick I shaped rubber moulded cement grey / ordinary red inter locking cement concrete paver blocks confirming IS:15658/2006 of approved shape manufactured by high pressure and control vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less than 30 MPa (M-30) including levelling & dressing of surface up to required level and slopes filling joints with local sand including cost of material, labour, T&P required for proper completion of work as directed by E/I and as per approved specifications. |
| 11 | PART(B):-DRAIN WORK |
| 12 | Excavation in Foundation in ordinary soil (load, clay or sand) incuding lift upto 1.50m and lead upto 30m. And including filling watering and ramming of excavated earth into the tranches or into space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30m from the foundation trenches. |
| 13 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. reuired for proper completion of the work. |
| 14 | M-150 Brick work in 1:4 (1 Cement : 4 coarse sand) in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 15 | 12mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labous and T&P etc. required for proper completion of the work. |
| 16 | Providing and laying in cement concrete 1: 2:4 (1 cement, 2 coarse sand & 4 gradded stone grit of 20 mm nominal size) and curing complete, including cost of form work in chamfering of corner of drain |
| 17 | RCC work in 1:1.5.3 cement c. sand & Stone 20mm grit ……………. Completion of work |
| 18 | M.S. steel reinforcement of R.C.C work including straigstening cutting |
| 19 | PART(C):-SEWER WORK |
| 20 | Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay& sand ) i/c cutting of joints pits, trimming, dressing, levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches.(a) 0-1.5 MBGL |
| 21 | (A) Supply,Carting Laying & Jointing of NP-3 RCC humepipe of different dia , & special from store to site of work lowering the same in trenches in depth upto specified depth true to alignment, caucking the joints with 1:2 cement & coarse sand mortar s/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete (A.R.) 250 mm dia pipe(I) 0-1.5 MBGL |
| 22 | (A) Supply,Carting Laying & Jointing of NP-3 RCC humepipe of different dia , & special from store to site of work lowering the same in trenches in depth upto specified depth true to alignment, caucking the joints with 1:2 cement & coarse sand mortar s/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete (A.R.) 150 mm dia pipe(I) 0-1.5 MBGL |
| 23 | Cement concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials , labour, tools & plants etcc required for proper completion of the work.In bedding of RCC pipes,including cost of form work in thetrenches |
| 24 | Construction of brick masonry chamber of different internal size i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A) 600x600x900 mm |
| 25 | Construction of brick masonry chamber of 560 mm internal dia with F.P.S. bricks i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A.R.) (A) 900 mm deep |
| 26 | (B) 1200 mm deep |
| 27 | Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete (A.R.)(0.60x0.60x1.00) m. |
| 28 | Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete (A) Bottom dia 900mm dia (beyond 900 to 1650 mm BGL) |
| 29 | Making connection of Drain or sewer line with existing M.H …………………..pipes 250 to 300mm diameter |
| 30 | Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -560 mminternal dia |
| 31 | Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -600x600mm internal size |
| 32 | PART(D):-WATER SUPPLY WORK |
| 33 | Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay& sand) i/c cutting of joints pits, trimming, dressing, levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center oftrenches.(A.R.) |
| 34 | Supply carting & laying of H.D.P.E. pipe of different dia ISI marked with and including all freight taxes etc. all complete.(A) 110 mm dia OD 6 kg /sqcmPressure |
| 35 | (B) 25 mm dia |
| 36 | Making connection of Drain or sewer line with existing M.H …………………..pipes 250 to 300mm diameter110X25 MM |
| 37 | Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :18.31.1 100 mm diameter18.31.1.1 Class I |
| 38 | (B) 18.31.3 150 mm diameter18.31.3.1 Class I |
AI Tender Summary
Tender Timeline
Feb 06, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 14, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 14, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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