Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date21 Dec 2023
Closing Date12 Jan 2024
Tender Amount₹ 2,05,97,486
Costs
EMD
₹ 4,11,950Document Cost
₹ 5,405Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_SIDC_872596_1Tender No
CD_2_364_dt_14122023Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
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Documents
BOQ Items
Concrete with 2cm gauge approved stone bellast, coarse sand and cement in the proportion of 4:.2:1 including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
34.2
241110
7050
M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work.
414.06
35195
85
Finishing wall with weather coat by premium acrylic exterior paint applied @ 1.67 ltr/10 sqm (asian or berger brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, tools & plants etc. required for proper completion of the work.
443.15
62041
140
Painting roofs or othe iron work in large areas with one coat priming and two coat of approved (above or equivlent) including supply of all materials, labour Tools & plants etc. required for proper completionof the work.
1424.35
142435
100
5.18 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 5.18.1 50 mm thick
58.46
54971
940.32
Cleaning jungle including rank,vegitation grass,push wood trees and samplings of grith upto 30 cms measured at a height of 1 M.above ground level and removal of rubbish up to a distance of 50 M,out side the periphery of area cleared..
256137.2
768411
3
Surface dressing of the ground including removing vegitation and in-equalities not exceeding 15cm deep and disposal of rubbish,lead up to 50m and lift up to 1.5m.All kinds of soil.
191857.6
3837152
20
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
3.2
18563
5801.07
Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)
50
2606
52.12
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm.layers including remming and dressing the surface to required levels and slopes and also including 1.50 M.lift and 30 m lead .The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30 m distance as directed by the Engineer incharge.excluding royalty. Wherever applicable for small work or Abadi area.( Where machine can not reach/move)
11240.3
1124030
100
Cartage of ballast , Kankar, Coal , grit or sand including loading & unloading but excluding stacking on pakka roads : (Cartage for 3km).The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in- 30m.distance as directed by the Engineer incharge excluding Royality .Wherever applicable for small work or Abadi area (Where machine can not reach/move)
5620.15
821665
146.2
Tractor trolley with driver and including pol
354
637200
1800
Supply of Beldar
1416
552240
390
R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in charge (cost of earth works in excavation, concrete works in foundation to be paid separately).
8.4
192618
22930.74
16.17 Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. Code Description Unit Rate No. SUB HEAD : 16.0 ROAD WORK 273 posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. 16.17.1 With G.I. barbed wire
6825
65588
9.61
Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5meter and lead upto 30m. including filling, watering and ramming of excavated earth into the trenches or into 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. (100fts) from the foundation trenches.
254
27940
110
Providing and laying in position cement concrete 1:4:8 (1cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) of specified grade excluding the cost of centering and shuttering . All work up to plinth level.
60.63
260709
4300
RCC in 1:1.5:3 in foundation including all material, labour, T & P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
25
187500
7500
M.S. in plain work including all material, labour, T & P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
1962.5
170462
86.86
Wheeled excavator cum Loader including P.O.L. and driver
300
285000
950
Providing Tipper - 10 cum
300
649800
2166
Providing Sweeper for sweeping of Roads( alternate road) including Miscellaneus charges ( uniform ,Jackets,shoes ,gloves,mask,caps etc
6935
3157644
455.32
Providing Superwisor/ Mate for watching sweepers including Miscellaneus charges ( mobile for sending hourly Gio tegg.photos of seewper & roads uniform ,Jackets,shoes ,gloves,mask,caps etc
730
348998
478.08
ProvidingTracor trolley covered with tripal
730
1445400
1980
Providing and laying of hot applied thermoplastic compound 2.5 mm thiick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 The finished Surface to be level uniform and free from streaks and holes. Rates are inclusibe of all taxes, royally etc. all T&P/machine material and labour required for proper completion of work.
312.6
162552
520
Repair to pot holes and removal of loose material,trimming of sides ,cleaning of surface by providing tack coat @ 0.30 kg per sqm,20 mm thick pre-mix carpet composed of 13.2 mm to 5.6 mm aggreggates and seal coat type B specification , compacted by three wheel 80-100 KN static roller as directed by Engineer-in-charge by using mixoll machine including all T&P and sundries etc.required for proper completion of work but excluding cost of bitumen and grit
7121.55
854586
120
White washing one coat including supply of all materials ,labour,Tools & plants etc.required for proper completion of the work .
2000
20000
10
As in item 671 above but Two coats.
5000
80000
16
Supply of packged bitumin (pack of 156 kg)
2652
166359
62.73
Supply of 13.2 mm to 5.6 mm crushed stone aggregates
76
165987
2184.05
First Class Brick work in 1:6 cement & Coarse sand 1.25 F.M. mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work
114.82
575248
5010
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