Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Eprocure
Opening Date27 Jan 2020
Closing Date3 Feb 2020
Tender Amount₹ 13,80,000
Costs
EMD
₹ 60,100Document Cost
₹ 1,120Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_ADAA_428555_3Bid Award Id
ViewTender No
31/2019-20 dt.-18.01.2020Tender Authority
Agra Development Authority ViewPurchaser Address
-Website
http://http://www.adaagra.in/
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Documents
BOQ Items
Lowring & fixing of M.S. blind or slotted pipe along depth as per requirement of site including cutting the pipe, welding of pipe socket etc. including supply of all material labour T/P etc. all complete as per direction of E/I.
200mm dia Housing pipe (blind) plain. (5.4mm thickness).
80
-
2062.05
200mm dia slotted pipe plain. (5.4mm thickness).
80
-
2171.05
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
40
-
1497.7
S/Fof 200mm dia M.S. pipe socket of approved quality complete in all respect as per direction of E/Ic.
17
-
1050
Providing and fixing Bail plug of 200 mm. dia. To the bottom of pipe assembly of tubewell as per IS:2800 (part-I).
1
-
307.75
Providing and fixing of 200 mm. dia. threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete.
1
-
280.95
Development of tube well by air compressor 250 / 700 PSI all complete with labour T & P required for proper completion of work as per direciton of E./Ic.
40
-
857.6
Development of Tubwell by Genarator driven O.P. unit of Tube well including labour T&P etc. all complete. complete in all respect as per direction of E/I.
90
-
500
Transportation of development equipment as O.P. Unit D.G. Set all complete. complete in all respect as per direction of E/I.
1
-
4000
Collection & sampling of strata cuttings. complete in all respect as per direction of E/Ic.
1
-
300
Water arrangement charge for drilling the tube well complete in all respect as per direction of E/I.
1
-
2000
Supply & Fixing of 80mm x80mm x80mm dia G.I. Tee including labour T&P etc. complete in all respect as per direction of E/I.
1
-
300
Supply of submersible pump Set 15 HP of KSB make three phase 400/440 'V' 50 Hz Ph 'AC' supply Wet type electrical Motor with all specification of including '3' Cut-Out all complete as per direction of E/I. 63M. Delivery head capacity. (8 stage) com. I.S.I. Mark.
1
-
46029
Providing and fixing M.S. clamp of 200 mm. dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
2
-
1691.15
S/Laying of 2No.(3core 6mm2) size flat sumbersible cable with connection. (Finolex make) complete in all respect as per direction of E/I.
70
-
305
S/F of 75 mm ID dia P.V.C. pipe "Ashirbad"( Red Screen) make in 3.00 mt length all complite With Socket & Rubber Gaskets all as per direction of E/Ic. (suitable for Submersible pump moter set) (17 Kg/Cm2 pressure). Each Pipe 3.0 m Length.
30
-
1278
S/F of 18 mm. thick Nylon twisted rope supporting submersible motor pump.
65
-
35
Instalation of Submersible Pump Set with M.S. pipe dully flanged in the tube well up to required depth with fixing cable & C.I. clamp sluice valve and delivery pipe all complete of the work. complete in all respect as per direction of E/Ic.
1
-
1000
S/F of Control pannel suitable for 15HP 3 Phase sumbersible pump motor set including 1 No. 0-500V volt meter 1 No.0-30 Amp. Ammeter AE make, 3 No. 63Amp. HRC Type fuse unit, 3No. Indicator lamp, 1 No. single phase preventer, contact Relay L & T make, fix complete in all respect as per direction of E/I. all fittings I.S.I. mark only.
1
-
13050
Supply, fixing and testing of C.I. double flange bend suitable for 80mm dia M.S. pipe. complete in all respect as per direction of E/Ic.
3
-
200
Supply, fixing and testing gun metel full way valve with C.I. wheel of 80mm dia approved quality. complete in all respect as per direction of E/Ic.
2
-
2217.9
S/F of Reflex Valve 80mm dia of size. complete in all respect as per direction of E/Ic.
1
-
2300
Water logging testing of bore well for water quality in strata"s complete in all respect as per direction of E/I.
1
-
18000
Supply & Laying of UPVC blind pipe 100 mm dia as per IS: 12818.
50
-
442
S/F of C.I. sluice valve (with caps) class II : 100 mm dia.
2
-
2700
S/F of Oxidized fitting cost including all complete.
0.4
-
165
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 80 mm. dia. Nominal bore.
15
-
600
Supply and laying of 16 sqmm 4 core 'Al' conductor PVC insulated and surve sheathed armourd cable 1000 Volt grade at depth of 750mm below ground level over and cushion of 75mm thick sand all round and protected with bound brick on side and top on surface.
15
-
343
Supply and burying of 600mm x 600mm x 6.0 mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG G.I. wire in 15 mm dia G.I. pipe up to switch board (form appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30 cm square C.I. frame with hinged cover masonary housing alternate layers of charcoal / coke and salt at least 150 mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing. (This will apply for earthing of poles also.).
1
-
5350
Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as per direction of E/I.
30
-
130
Providing and laying cement concrete in 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40 mm nominal stone ballast size) and curing complete, including cost of form work in foundation and floors. (Fine sand not less than in 1.25 FM).
12
-
3900
Class-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T & P etc. required for proper completion of the work.
24
-
4700
Providing and laying D.P.C. 25 mm thick with cement concrete consisting of one part cement 1.5 part of coarse sand and three part of approved 10mm. grade stone grit and including water proofing material as directed by the Engineer-In-Charge in the proportion as specified by the manufacturer.
9
-
260
Painting on D.P.C with Two coats air blown bitumen VG-10 grade @ 1.70Kg./sqm. approximate including cost of fuel if any.
9
-
130
Class M-150 brick in 1:4 cement and coarse sand mortar in super structure and plinth level upto floor five level (upto five stories) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12cm.
22
-
5060
R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion 1: 2 :4 (One part of cement, Two part of coarse sand and Four part of 2cm. stone grit) in lintels of doors and windows excluding supply of reinforcement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials labour and tools and plants etc. required to proper completion of the work/strength of the concrete shell not be less than M-15 grade.
3.5
-
7100
R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion 1: 2 :4 (One part of cement, Two part of coarse sand and Four part of 2cm. stone grit) in slabs excluding supply of reinforcement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials labour and tools and plants etc. required to proper completion of the work/strength of the concrete shell not be less than M-15 grade.
4.5
-
7700
Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel and its wastage Bend, hooks and authorized over lapping shall be measured upto floor to level. 10mm to 12mm tor (TMT Bars).
8.7
-
6200
Mild steel or iron work in heavy sizes such as trusses, built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work.
205
-
62
12 mm cement plaster in single coat of fair 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 80mm. in girth and finished even and smooth No. extra for mixing any additive. 1 cement : 4 fine sand (Not Less than in 1.25 FM).
140
-
140
15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. in girth and finished even and smooth.
1 cement : 4 fine sand (Not Less than in 1.25 FM)
120
-
150
Supply and fixing of flush Doors commercial Quality conforming of I.S. 2202 part 1 (1983) including fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks, handles, springs, fitting with necessary screws to be supplied departmentally. 32 mm thick.
0.8
-
1620
Distempering (Two coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give and even shade over & including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even with plaster of approved synthetic material and sand papered smooth. including cost of all materials. As in item No. 649 but for every coat after Ist coat of subsequent coat.
102
-
69
Finishing walls with water proofing cement paint of approved make such as super snowcem, Durochem, Robiacem, Guttucem, Supercem quality and of required shade on under coated wall surfaces (One coat) over and including one coat white cement primer to give and even shade after thoroughly after brushing the surface to & extra coat of water proof cement paint after the first coat to give even shade.
152
-
80.5
P/L integral cement based water proofing treatment BIRCK KOBA including preparation of surface as required for treatment of roofs, consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 including adjointing walls upto 300 mm. height. b) Laying brick bats with mortar with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 over 20 mm. thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 to required slope including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS : 2645. d) Finishing the surface with 20 mm. thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS : 2645 including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm. square 3 mm. deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final be flooded with water for a minimum period of two weeks for curing and for final test. with average thickness of 120 mm. and minimum thickness at khurra as 65 mm.
31
-
850
Providing and fixing glass-strips of 4mm. Thick in joints of floor and skirting at the time of laying including labour, T & P etc. complete in all respect. 2.2 cm. depth.
47
-
15
Cement concrete flooring 1:2:4 (1 cement 2 coarse sand : 4 graded stone of size 20mm nominal size) laid in one layer finished with a floating coat of neat cement (40mm thick floor).
40
-
360
Making groves 10 to 12mm wide x 8mm deep in plaster of the wall or in caling vertically or horizontaly as required.
47
-
27
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