UP State Construction And Infrastructure Development Corporation Limited Tender
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UP State Construction And Infrastructure Development Corporation Limited - UPSCIDC Tender
Building Construction
Eprocure
Opening Date6 Jun 2020
Closing Date12 Jun 2020
Tender AmountRefer Documents
Costs
EMD
₹ 1,25,000Document Cost
₹ 1,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_SCIDC_480237_1Bid Award Id
ViewTender No
111/E.E./LKO-III/E-PROC/20Tender Authority
UP State Construction And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://http://www.upscidc.org/
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Documents
BOQ Items
Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 35 mm thick shutters With ISI marked stainless steel butt hinges of required size Kiln seasoned selected class of sheesham wood
35
-
2250
Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading
40
-
515
Providing and fixing glass panes, with putty and nails wherever necessary. Float glass panes of thickness 4 mm
45
-
570
S& Filling of cinder in toilet & bath in including all materials, labour& T&P ete, required foir the proper completion of the work.
12
-
2750
One caot priming & two coat oil bound distemper on new work including supply of all materials, labour and T&P etc. required for proper completion of the work
2500
-
75
Finishing walls with two coat of water proof cement paints/snowcem/of approved make and quality of required shade on undecorated wall surface over and including one coat white cement primer to give an even shade including preparing surface by throughly cleaning & sand papering and cost of labour, sand paper, brush and T&P curing etc. required for proper completion of the work.
1200
-
65
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,
(i) Single socketed pipes. 110 mm diameter
150
-
210
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion
-
-
-
Single tee with door 110x110x110 mm
25
-
160
Shoe (Plain) 110 mm Shoe
60
-
85
add for plaster drip course in plastered surface or moulding to R.C.C. projections.
150
-
20
Supply of loose soil filling in building with watering ,ramming, compaction and T&P etc. required for the proper complaction of the work
250
-
350
Providing and fixing ISI marked M.S. sliding door bolts with nuts and screws etc. complete :
-
-
-
(A) 300x16mm
150
-
120
(B) 250x16mm
350
-
110
Providing and fixing ISI marked M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :(200X10MM)
350
-
45
Providing and fixing ISI marked M.S. handles conforming to IS:4992 with necessary screws etc. Complete : 9.66.1 125 mm
700
-
15
Providing and fixing aluminium hanging floor door stopper, ISI marked,anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper
250
-
28
S/F OF Mild steel or iron work of heavy sizes such as trusses,builtup gates,door frames, etc. wrought to required shape as necessary for bending etc. including supply of steel and its wastage including cost of bolts, nuts if required, welding, grinding and making holes as required for completion of work
5000
-
55
Painting two coat over priming coat ( but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M in area white superior synthetic enamel such as Luxol 3, Higloss apcolite superlac, Deluxe specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stopping including cost of all materials labour tools and plants etc. required for proper completion of the work.
750
-
85
White washing with lime on undecorated wall surfaces ( Three coat) to give and even shade including thoroughly brooming the surface to remove all dirt, dust mortar drops and other foreign matter.
650
-
12
Finishing walls with Acrylic Smooth exterior paint of required shade : (a) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
2500
-
100
Brick on edge floor with class 150 brick laid in cement mortar consisting of one part of cement and six part of fine sand of filness modules 1.25 and pointed with cement mortar consisting of one part of cement and six part of fine sand of filness modules 1.25 and pointed with cement mortar 1:2 over 8 cm. thick required for completion of the work.
150
-
415
Brick on FLAT floor with class 150 brick laid in cement mortar consisting of one part of cement and six part of fine sand of filness modules 1.25 and pointed with cement mortar consisting of one part of cement and six part of fine sand of filness modules 1.25 and pointed with cement mortar 1:2 over 8 cm. thick required for completion of the work.
100
-
380
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W./PVC pipes including bed concrete as per standard design :
100 mm diameter S.W./PVC pipe
75
-
550
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W./PVC pipes including bed concrete as per standard design :
150 mm diameter S.W./PVC pipe
75
-
670
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 80 mm thick with zinc coating not less than 275 gm/m²
75
-
715
Submersible pump
-
-
-
Drilling of 200mm dia bore hole
80
-
610
Supply of 125mm dia PVC Pipe as per ISI 239
65
-
450
Supply of 125mm dia slotted PVC pipe
15
-
450
Supply and fixing of nylon jali around the slotted pipes complete as required.
1
-
4500
Providing and packing of coarse sand /pea gravel around the pipe.
1
-
7500
Transport of boring tools other required equipments and installations at site.
1
-
9500
Supply of submersible pump of make KSB (cora) for 200 l/min discahrge at 50m head with control panel support wire etc complete. 3Hp
1
-
25500
Providing 3 core PVC insulated submersible pumb cable (from pump panel to submersible pump)
100
-
120
Providing and fixing of 65mm dia G.I pipe complete with fittings and clamps including cutting and making good the walls.etc. (submersible pump to ground level.)
50
-
450
Providing and fixing of 65mm dia brass agte valve with CI. Wheel of approved. Quality.
1
-
850
Lowering of 125mm dia PVC pipe in bore hole including cutting, jointing etc. complete.
80
-
15
Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respects.
1
-
8500
Fixing, testing and commisioning for erecton and lowering of submersible pumb 65mm dia GI column pie, 3 core submersible copper cable upto the control panel, supporting clamps, cable,, clips, pressure guage, connection line and all other accessories required for the proper completion of the work.
1
-
10000
SCHEDULE OF QUANTITIES FOR INDIA MARK 2 HAND PUMP NON SCHEDULE ITEMS AS PER MARKET RATE
ITEM RATES ( FOR 2 Nos.)
-
-
-
Supply and fixing of India Mark-2 Hand Pump including cost of Hand Pump and fitting etc. (for 2 Nos. Hand Pump)
2
-
8570
Drilling of 125 mm dia bore hole with M.S. casing pipe. (for 2 Nos. Hand Pump)
75
-
250
Supply of 110 mm dia PVC pipe (6Kg/cm2) pressure ISI (for 2 Nos. Hand Pump)
56
-
225
Supply of 110 mm dia Stainer PVC pipe (6Kg/cm2) pressure ISI (for 2 Nos. Hand Pump)
20
-
350
Supply and fixing of nylon jali around the slotted pipes complete as required. (for 2 Nos. Hand Pump)
2
-
1000
providing and packing of coarse sand/pea gravel around the pipe. (for 2 Nos. Hand Pump)
2
-
2250
Transport of boring tools other required equipements and installation at site. (for 2 Nos. Hand Pump)
2
-
3750
Providing and fixing 32 mm dia G.I.Pipe complete with fitting and clamps including cutting and making good the wall etc. From submersible pump to ground level.( with fitting & labour charge) (for 2 Nos. Hand Pump)
48
-
182
Fixing, testing and commissioning for erection and lowering of submersible pump, 50 mm dia GI column pipe, supporting clamps, cable clips pressure gauge, connection line and all other accessories required for the preper completion of the work. (for 2 Nos. Hand Pump)
2
-
1000
EXTERNAL WATER SUPPLY WORK
-
-
-
Providing & fixing G.I. pipes/CPVC/UPVC PIPE complete with G.I. /CPVC/UPVC PIPE fittings including tenching and refilling etc. (external work)
-
-
-
25mm nominal bore.
150
-
185
32mm nominal bore.
200
-
220
40mm nominal bore.
50
-
270
50mm nominal bore.
350
-
308
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
-
-
-
25mm nominal bore.
10
-
385
32mm nominal bore.
2
-
450
40mm nominal bore.
2
-
526
50mm nominal bore.
4
-
674
INTERNAL WATER SUPPLY WORK
-
-
-
Providing & fixing G.I. pipes/CPVC/UPVC PIPE complete with G.I. /CPVC/UPVC PIPE fittings including tenching and refilling etc. (external work)
-
-
-
25mm nominal bore.
450
-
285
20mm nominal bore.
550
-
305
15mm nominal bore.
150
-
295
INTERNAL SEWERAGE SYSTEM SUPPLY WORK
-
-
-
Fixing of PVC Fitting
-
-
-
110 mm Elbow
75
-
270
110x110 mm Tee
40
-
375
90x90 mm Tee
40
-
240
110 mm Socket
50
-
180
90 mm Elbow
75
-
225
90 mm Socket
50
-
180
90 mm P.V.C. DOOR BEND
45
-
270
110 mm P.V.C. DOOR BEND
45
-
305
Extra for providing & fixing 100X75 MM mm dia C.P. grating in place of PVC. grating over floor traps.
150
-
620
Providing & fixing soil, waste and vent pipes.
-
-
-
a) 110 mm dia P.V.C. PIPE S & S pipe.
400
-
213
b) 90 mm dia P.V.C. PIPE S & S pipe.
550
-
135
Only For Labour Rate
-
-
-
Earth work in Excavation in trenches for foundations in ordinary soil (Loam, clay or sand) including lift up to 1.50M and lead upto 50M and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i.e. within a lead of 50M.
400
-
86
Filling of available excavated earth in trenches Plinth, sides of foundation, etc in layers not exceeding 20cms in depth. Consolidating each deposited layer by ramming and watering including lead upto 50m. And lift upto 1.5m.
400
-
50
Filling of available excavated earth in trenches Plinth, sides of foundation, etc in layers not exceeding 20cms in depth. Consolidating each deposited layer by ramming and watering including lead upto 50m. And lift upto 1.5m. and add extra rate for lead beyond 50m each & lift of 1.50 m each.
200
-
12
Sand filling in plinth under floors including watering ramming, consolidating and dressing etc. complete including lead upto 50m. and lift upto 1.5m excluding cost of sand.
100
-
45
Providing and laying in cement concrete 8:4:1 stone ballast 40mm. Nominal Size) approved coarse sand: cement and curing complete in foundation and floors.
140
-
480
R.C.C. works with cemnt approved coarse and and 2 cm. (3/4") gauge approved stone ballast in the proportion 1:1.5:3 (1Cement:6aggregate) in lintles of doors and windows including supply of all labours, tools and plants etc required for proper completion of the works.
5
-
750
R.C.C. works with cemnt approved coarse and and 2 cm. (3/4") gauge approved stone ballast in the proportion 1:1.5:3 (1Cement:6aggregate) in Slab including supply of all labours, tools and plants etc required for proper completion of the works.
20
-
770
R.C.C. works with cement approved coarse and and 2 cm. (3/4") gauge approved stone ballast in the proportion 1:1.5:3 (1Cement:6aggregate) in PROJECTION/SELF including supply of all labours, tools and plants etc required for proper completion of the works.
20
-
770
R.C.C. works with cement approved coarse and and 2 cm. (3/4") gauge approved stone ballast in the proportion 1:1.5:3 (1Cement:6aggregate) in lighter beams including supply of all labours, tools and plants etc required for proper completion of the works.
2
-
770
R.C.C. works with cement approved coarse and and 2 cm. (3/4") gauge approved stone ballast in the proportion 1:1.5:3 (1Cement:6aggregate) in Foundation including supply of all labours, tools and plants etc required for proper completion of the works.
8
-
750
R.C.C. works with cement approved coarse and and 2 cm. (3/4") gauge approved stone ballast in the proportion 1:1.5:3 (1Cement:6aggregate) in Column including supply of all labours, tools and plants etc required for proper completion of the works.
4
-
900
R.C.C. works with cement approved coarse and and 2 cm. (3/4") gauge approved stone ballast in the proportion 1:2:4 (1Cement:6aggregate) in C.C. work for road and other area including supply of all labours, tools and plants etc required for proper completion of the works.
90
-
480
Fixing and removal of shuttering for slab, beam, etc. exculding columns shear walls & walls for RCC work including applying shuttering oil & filling the joints & gaps with cotton waste to get smooth finishing including centering leviling for G.F. slab beams as required as per direction of E/I including cost of nails, binding wir, shuttering oil.
-
-
-
(A) Foundation pedstal pile caps
100
-
75
(B) Beam Slabs and Lintel & Projection
800
-
85
(C) Column and shear wall
50
-
100
(D) Making Wooden Shuttering for walls, columns and beams of required size
50
-
90
Hire Charges of Shuttering (wooden/steel) including providing of all shuttering material (shuttering oils, cotton waste, etc.) as required for proper completion of work as per direction of E/I complete.
-
-
-
(A) For foundation flooting, pedestal, grade beam, column upto GL
100
-
200
(B) For suspended Floors, Roof, Chajja, Landing, RCC Wall
700
-
245
(C) Do- but in Beam, Lintels
50
-
245
(E) Do- but in Column
50
-
280
Labour charge for making window sill with 25mm think 1:2:4 PCC as per direction of E/C
100
-
100
Hire charge of mixer machine for mixing of conrete including supply of fuel, operator, running and maintenance of mixer machine.
150
-
150
Class- 150 brick work in 1:6 cement and Coarse sand of 1.25 coarse modulous mortar in Super Structure including supply of all labour and T&P etc. Required for proper completion of work.
25
-
715
Class- 150 brick work in 1:4/1:6 cement and Coarse sand of 1.25 coarse modulous mortar in Foundation up to Plinth including supply of all labour and T&P etc. Required for proper completion of work.
135
-
550
115 mm thick wall Class- 150 brick work in 1:4 cement and Coarse sand of 1.25 coarse modulous mortar in Super Structure including supply of all labour and T&P etc. Required for proper completion of work.
5
-
785
Laying damp proof course 25mm. Thick with cement concrete 1:2:4 ( 1Cement : 2coarse sand :4 graded stone aggregate 10 mm. nominal size) including water proofing material as ordered by the Engineer Incharge in the proportion as specified by the manufacture for proper completion of the work and including proper curing as necessary and curing complete (Labour charge only)
25
-
90
Painting on D.P.C. with two coats of Airblown bitumen 85/50 or 85/25 @ 1.7 kg./sqm. Approx excluding cost of fuel etc. required for proper comletion of the work.
25
-
24
Mild steel or iron in plan work such as reinforced concrete or reinforeced brick work ( when not wrought to including bending for proper completion of the work. Authorised overlapping shall be measured upto floor two level.
-
-
-
(A) 6mm. Tor
25
-
5.1
(B) 8mm. Tor
2000
-
5.1
(C) 10 mm. to 12 mm. tor
2000
-
4.9
(D) 16 mm. to 32 mm. tor
800
-
4.9
Fixing of steel chaukhats in position.
-
-
-
(A) Door chaukhats/ window chaukhats above 1.5 sqm upto 3.0 Sqm
10
-
150
(B) Door chaukhats/ window chaukhats above 3.0 sqm upto 4.5 Sqm
10
-
165
(C) Window chaukhats upto 1.5 Sqm
13
-
115
(D) Ventilator chaukhats
8
-
115
stair case nosing
60
-
70
12/15 mm. cement plaster in single coat on wall including internal rounded angles, chamfers, and rounded angles no exceeding 80mm in girth and finished even and smooth.
(i) 1 cement : 3 sand
(ii) 1 cement : 4 sand
(iii) 1 cement : 6 sand
1000
-
75
20 mm. cement plaster in two coats backing coat 17mm and finishing coat 3mm. Thick (of neat cement of cement and marble dust in ratio 5:1) on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm in girth and finished even and smooth.
-
-
-
(i) 1 cement : 3 coarse sand
900
-
90
(ii) 1 cement : 4 coarse sand
50
-
90
Extra item 17.58 and 17.59 for plastering on celling and soffits of stairs upto floor two level instead of plastering on walls
100
-
18
Making grooves 10 to 12mm. Wide x 8mm deep in plaster on the wall or in celling vertically of horizontally as required excluding extra layer of plaster
1000
-
10
Making drip course in sunshade of FACIA as per direction of Engineer-in-charge including supply of all materials labour etc. required proper completion of work.
100
-
10
2 cm thick cement plaster in dado in 1:3 consisting of one part of cement and 3 parts approved coarse sand laid in panels finished with 3mm floating coat of neat cement and marble dust in ratio of 5:1 including supply of all labour, T&P etc. for proper completion of the work.
50
-
85
25mm. Cement conrete flooring 1:2:4 (1cement : 2coarse sand : 4graded stone aggregate of size 12.5mm. And below) by laying overbase concrete finished with floating coat of neat cement (base concrete to be paid separately) including fixing of glass strips. (Exculding cost of glass strips.)
300
-
85
Cement conrete flooring 1:2:4 (1cement : 2coarse sand : 4graded stone aggregate of size 20mm. Nominal size laid in one layer finished with floating costs of neat cement (40mm. Thick floor.)
100
-
95
Only For MATERILAS Rate
-
-
-
Cement I.S. 1498 (Part-1)- 1991
(Make Birla Cement, ACC, Prisum, Jaypee & Mycem Cement)
(Bags)
2000
-
260
SUPPLY OF COARSE SAND IN APPROVED QUARRY
300
-
1900
SUPPLY OF STONE BALLAST 40 MM GAUGE IN APPROVED QUARRY
140
-
1850
SUPPLY OF BRICKS M-150
80000
-
5.5
SUPPLY OF STONE BALLAST/GRIT 20 MM GAUGE IN APPROVED QUARRY
130
-
2150
SUPPLY OF LOCAL SAND IN APPROVED QUARRY
100
-
500
SUPPLY OF BRICK BATS
100
-
800
SUPPLY OF BRICK BALLAST 40 MM GAUGE IN APPROVED QUARRY
5
-
900
SUPPLY OF T.M.T. Steel Bar 8 mm Dia
2000
-
46
SUPPLY OF T.M.T. Steel Bar 10 mm Dia TO ABOVE
3000
-
45
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