Uttar Pradesh Housing And Development Board Tender
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Uttar Pradesh Housing And Development Board - UPAVP Tender
Civil And Construction
Road Construction
Electrical Cables And Wires
Drainage Work
Electrical and Electronics
Eprocure
Opening Date14 Oct 2024
Closing Date11 Nov 2024
Tender Amount₹ 2,22,92,67,000
Costs
EMD
₹ 2,22,93,000Document Cost
₹ 23,600Tender Fee
Refer Documents
Summary
Construction Of Trunk Drain, Cable Duct And Non Bituminous Part Of Trunk Roads
Description
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Contact
Tender Id
2024_UPHDB_965218_1Bid Award Id
ViewTender No
2492/M-10/312 Dated 05.10.2024Tender Authority
Uttar Pradesh Housing And Development Board ViewPurchaser Address
-Website
http://https://upavp.in/
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Documents
BOQ Items
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Setting out of Trunk roads (45.00mt.,24 mt. & 18.00 mt. wide ) layout as per approved layout plan by means of digital / electronic survey equipments such as theodolite , level machine,DGPS, & other required with accuracy & Dag belling 15 cm (6") deep in one line aligned , with flags and jhandis as directed by Engineer in incharge for permanent demarcation of Road on the ground. Scope of work also includes supply of all material, labour, T&P etc reqiured for the proper completion of the work.As per UPPWD SI NO.760
50535
2
112693.05
... More
Providing ,Laying , spreading & compacting available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator and soil stablizer with 5 per cent slaked lime and 4% ordinary portland cement (OPC) having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density (as per IRC 37-2018 & Mort&H specification) to form a layer of improved sub grade.The thickness of the sub grade shall not be less than 300 mm .The rate includes supply of all material labour T&P etc reqiured for the proper completion of the work inline with IRC & Mort&H specification .The work is to be carried out in layers as perscribed in IRC /MORT&H specification.MORT&H 402
68479
977
66903983
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Providing ,laying ,spreading & compacting of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader / rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per direction &satisfaction of E/I . The rate includes supply of all material, labour T&P etc reqiured for the proper completion of the work inline with IRC & MORT&H specification .MORT&H 401
40425
4599
185914575
... More
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 layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per direction &satisfaction of E/I .The rate includes supply of all material labour T&P etc reqiured for the proper completion of the work inline with IRC & Mort&H specification .MORT&H 406
22433
4805
107790565
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Supply and Fixing of stainless steel structure with two post for place identification boards 1.22X0.915mm manufacture and erection complete in postion of welded and nicely built up structure of stainless steel pipe for signage comprising of vertical post of 50mm OD, 1.12mm thick Pipe and inner back support frame made of 25mm, 12mm rectangular tube. The structure should be firmly fixed to the ground by means of properly designed foundation with cement coarse sand and stone grif 20mm size with 1:2:4 size 450 x450x600mm and 300mm above the ground level including excavation for foundation as per the drawing, including all material labour T&P required for proper completion of work as per direction for Engineer--in-charge.
55
21441
1179255
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Supply and Fixing of stainless steel structure with Single post for place identification boards 0.915m x 0.600 mtr manufacture and erection complete in postion of welded and nicely built up structure of stainless steel pipe for signage comprising of vertical post of 50mm OD, 1.12mm thick Pipe and inner back support frame made of 25mm, 12mm rectangular tube. The structure shold be firmly fixed to the groynd by means of properly designed foundation with cement coarse sand and stone grif 20mm size with 1:2:4 size 450 x450x600mm and 300mm above the ground level including excavation for foundation as per the drawing, including all material labour T&P required for proper completion of work as per direction for Engineer--in-charge.
35
10720
375200
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Supply and Fixing of M.S. Cantiliver Structure :- Supply & Fabrication errection in position bolted & Welded M.S. Cantilever Structure 6.00 mtr Clear span having 1 no of 6.00 mtr long vertical post made of 300.00 mm N.B. pipe as vertical member welded with 10.00 mm thick M.S. Plate at bottom & 8.00 mm Plate top for bearing of horizental span comprising of 40.00 NB & 25 N.B. pipe bracing as per drawing approved, the work including preparing primer & two coats of synthetic enemal paint fabrication complete in all respect as per direction of E/I
6
115720
694320
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R.C.C. Foundation :- Construction of One No. RCC Foundation of size 900x900mm and 1500 mm deep for built up cantiliver structure including earth work excavation, 150mm thick lean concrete in 1:4:8 cement and coars sand and 20mm stone grit, concrete in coarse sand and 20mm stone grit in proportion of 1:2:4 grouting of 25 mm dia 1000 mm long 8 nos foundation bolts including cost of shuttering and reinforcement as per detaild drawing enclosed.
6
15284
91704
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Supply and Erection of builtup overhead Structure of 20-24m span comprising of two vertical posts of 6.0 m height madeup of 350 NB Heavy class MS Pipe as Vertical Member welded with 12 mm MS Plate (0.75x0.75m) at top and (1.00x1.00m) at bottom for bearing of horizontal frame comprising of 65.00 NB heavy class main pipe and 40 mm N.B. meadium class bracing pipe as per approved design and drawing one coat of steel primer & two coats of synthetic enemal paint etc. complete the work including construction of RCC Foundation having 1:4:8 PCC (2.0X2.0X0.15) With 40 mm stone ballast and 1:2:4 RCC of size 1.80X1.80X0.30M & 1.20X1.20X1.70 M and including 25 mm dia 600 mm long 8 nos foundation bolts and erection and hoisting of structure including cost of reinforcement etc.all complete as per direction of E/I .
4
598924
2395696
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Supply and Erection of builtup overhead Structure of 24-30 m span comprising of Three vertical posts of 6.0 m height madeup of 350 NB Heavy class MS Pipe as Vertical Member welded with 12 mm MS Plate (0.75x0.75m) at top and (1.00x1.00m) at bottom for bearing of horizontal frame comprising of 65.00 NB heavy class main pipe and 40 mm N.B. meadium class bracing pipe as per approved design and drawing one coat of steel primer & two coats of synthetic enemal paint etc. complete the work including construction of RCC Foundation having 1:4:8 PCC (2.0X2.0X0.15) With 40 mm stone ballast and 1:2:4 RCC of size 1.80X1.80X0.30M & 1.20X1.20X1.70 M and including 25 mm dia 600 mm long 8 nos foundation bolts and erection and hoisting of structure including cost of reinforcement etc.all complete as per direction of E/I .
4
840364
3361456
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Supply and installation of Retro-reflective sign board :- Supply and errection of retro reflective sign board having 2 mm thick aluminium composite panel (ACP) as sign substate face fully covered with 3 m Equalent scothite diamond grade retro reflective prismatic grade sheeting confirm to ASTMD 4956 Type-IV all latters legends and written matter will be computer cut using 3.00 M scotchlite Electro cut overlay flim process & with CAS system as per precess recommended by original retro reflective sheeting manufacture etc. complete in all respect size :- 6.00 mtr x 1.83 mtr x 2 side.X 2 Nos=43.92SQM , 24.00 mtr x 1.83 mtr x 2 side.X 4 Nos=351.36 SQM , 30.00 mtr x 1.83 mtr x 2 side.X 2Nos=219.60 SQM
1084
15834
17164056
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Excavation, supplying, and stacking of local earth by mechanical transport up to a lead of 1 Km also including spreading, grading to required slope, ramming and watering of earth in layers not exceeding 20 cm in layers, Rolling every 3rd layer with power roller of minimum 8 tonnes (to obtain a density of 95%) all complete for all lift.(For earth work in embankment below base slab of drain by transporting soil upto 1KM:) In drains/Cable Ducts
14834
73
1087332.2
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Excavation, supplying, and stacking of local earth by mechanical transport up to a lead of 3 Km also including spreading, grading to required slope, ramming and watering of earth in layers not exceeding 20 cm in layers, Rolling every 3rd layer with power roller of minimum 8 tonnes (to obtain a density of 95%) all complete for all lift.(For earth work in embankment below base slab of drain by transporting soil upto 3KM:)All kinds of soil
11748
118
1395662.4
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Excavation in foundation in ordinary soil (Loam clay, or sand) including filling lift upto 1.5 metre (5fts.) and lead upto 30 m.(100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the 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 30 M. (100 fts.) from the foundation trenches (Earth work of drain below Existing Ground Level : )
64938
125
8117250
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Extra rates for quantities of works, executed: In or under water and/or liquid mud, including pumping out water as required: (for 1m depth) Extra rates for quantities of works, executed: Note for Item No. 17: the extra percentage rate is applicable in respect of each item but limited to the quantities of work executed in these difficult conditions. The unit, namely, meter depth, to be considered for payment, shall be the depth measured from the subsoil water level up to the centre of gravity of the quantity executed in difficult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as 0.10 m and less than 0.05 m ignored.
30627
25
765675
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Providing and laying Cement concrete. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone ballast 40 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors.
20155
6350
127984250
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level
Concrete of M25 grade with minimum cement content of 330 Kg/cum
102992
6985
719501082.08
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Centring and shuttering including strutting, propping etc. and removal of form for :
-
-
-
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Foundations, footings, bases of columns, etc. for mass concrete.
38585
288
11121354.55
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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
383692
619
237597434.08
... More
Suspended floors, roofs, landings, balconies and access platform.
81758
681
55720529.74
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
1026
541
555322.5
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Providing, hoisting and fixing upto floor five level precast reinforced cement concrete in lintels, beams and bressumers including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centring and shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces but excluding the cost of reinforcement with 1:1½:3 (1 cement : 1½ coarse sand Zone III: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
10312
10215
105346463.92
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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastages and over lapping and hookes.
4847407
75
363555525
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Providing and fixing in position, aprropriate quality of PVC water stopper bar as per design for expansion joints, complete as per satisfaction of engineer in charge.min
8311
300
2493300
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Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS:1838 including cost of primer, sealing compound in expansion joints. ( The sealing compound shall be Preferably non-sag Poly Urethane)
100
481
48198
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Providing and fixing 200 mm wide sheet covering over expansion joints with iron screws as per design: Non-asbestos fiber cement board 6 mm thick Type A Category III as per IS:14862-2000:
8309
242
2016594.3
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Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M 35 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :
-
-
-
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375 mm dia piles
146
2656
387860.68
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400 mm dia piles
1180
2791
3293403.6
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450 mm dia piles
1218
3111
3789283.26
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500 mm dia piles
467
3290
1536691.52
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Extra over item No. 27 for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid).
-
-
-
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375 mm dia piles
60
2094
125680.8
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400 mm dia piles
272
2149
584655.84
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450 mm dia piles.
243
2281
554426.37
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500 mm dia piles.
86
2375
204307.62
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Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne capacity
-
-
-
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Initial test.
2
40257
80514.1
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Routine test
4
14429
57719.24
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Additional Cement Content for Reinforced Cement Concrete of Grade M-25 as required as per Design Mix.
7209
6600
47579400
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