Rajya Krishi Utpadan Mandi Parishad Tender
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Rajya Krishi Utpadan Mandi Parishad - RKUMP Tender
Civil Works Roads
Eprocure
Opening Date
2 Mar 2020Closing Date
CancelledTender Amount
₹ 6,68,29,000Costs
EMD
₹ 35,42,000Document Cost
₹ 1,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_RKUMP_442387_2Tender No
tender_1419_dt_02.03.2020Tender Authority
Rajya Krishi Utpadan Mandi Parishad ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
12 M.M thick cement plaster 1:4 cement and coarse sand mortar over brick work icluding supply of all material labour and T&P etc. required for proper completion of the work. below plinth level (S.I. No. 583)
13710.41
-
140
R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:2:4 in lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 283)
46.02
-
7150
R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:2:4 in lighter beam excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 285)
19.85
-
8400
R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:2:4 in raft foundation excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 287)
1238.16
-
6200
R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:1.5:3 in column excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 289)
75.45
-
8800
R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:2:4 in T-Beam slab excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 288)
137.06
-
8400
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 adjoining 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 fiber 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. (Chapter 11 Item 4
1571.17
-
900
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend hooks, and authorized overlapping shall be measured and including cost of binding wire. (S.i. No 504)
1279.73
-
5600
Supply and Fixing of M.S grill and stair case railling including supply of all labour & material etc. required for complition of the work S.No 502 (A)
25.41
-
6350
M.S. Iron work in steel Z section window excuding glass panes shall be openable panenls and also including wastage fixing proper complition of the work . S.I.No 502 B-2
16.78
-
7000
Mild steel and iron work of small size and section such as holding down Bolts, hold fasts, tierods, grating, etc. (When not included in and over all rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts if required for proper completion of work including fabrication of holes in door chaukhats and nosing. (SI- 502a)
2.5
-
5600
Supply and fixing of flush doors, commercial quality conferming of I.S. 2202 part-1 (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts, locks, handles, springs, fitting with necessary screws to be supplied departmentally (A) 32mm thick (SI 470A)
21
-
1600
Supply and fixing rolling shutters of approved make made 80x125mm (3x5) cold rolled M.S lathe inter locked throughout their entire lengh and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets side guides and arrtangements for inside and outside locking with push and pull operation complete S.I.No 520
182.25
-
1600
Providing fixing 27.5 cm long wire spring grade two for rolling shutter S.I.No 521
74
-
500
Providing and fixing Top cover for rolling shutter 2.5 mtr wide S.I.No 522
79.75
-
480
Earth work in filling work of ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift. the earth in form of cutting (b) to be used as spoil banks within 50m distance. Cartage up to distance of 3 Km outside market yard as directed by the Engineer-in-Charge (Analysis)
2001.25
-
179
Sand filling in plinth including supply of necessary quantity of sand including watering dressing etc. for proper completion of the work S.I No-255+ Chapter 1 (12).
252.37
-
915
M-150 Brick work in 1:6 Cement Coarse sand mortar in supper structure in one brick thick wall including supply jof all material labour and T&P etc. required for proper completion of the work (S.I. No. 303 + 309)
551.81
-
4650
M-150 Brick work in 1:3 Cement Coarse sand mortar in supper structure in 1/2 brick thick wall including supply jof all material labour and T&P etc. required for proper completion of the work (S.I. No. 307+310A)
28
-
5360
6mm thick plastering on ceilings and soffits of stairs upto floor two level instead of plastering in walls.(V) 1 cement : 3 fine sand (Not Less than in 1.25FM) Ch- 13 SI No- 4
917.02
-
115
Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undercoated wall surface to give an 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. Ch- 15 SI No- 649+650
4617.34
-
69
Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applid @ 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat. (Chapter- 15 Item No- 31)
14004.23
-
130
Painting or varnishing work in small areas or new wood work withone coat (upto one square metre) ready mixed priming paint and 2 coat of superior quality ready mixed paint or varnish including supply of all materials. Labour tools & plants etc required for proper completion of the work paint to be used should confirm the ISI no 641+642
635.88
-
98
Providing fixing glass panes 5mm thick with putty and brades including cost of labour T&P required for proper completion of the work S.I. No 410
699.29
-
305
4cm thick plain cement concreet floor with 1:2:4 cement approved coarsand & stone grit laid in panels finished with 3 mm floating coat of neat cement and marble dust in ratio 5:1 as specified including supply of all material labour T&P required for proper complition of the work but without base concrete. (S.I. No. 665)
1783.79
-
350
Providing and fixing glass strips of 5mm thick & 3.5 cm deep joints of floor at the time of laying labour T&P completed S.I.No. 631-d
3411.87
-
19
Providing and laying cement concrete in 1:2:4 of not less than strength of M-150 Stone ballast (20mm. Nominal size stone grit in stead of 40mm stone ballast.) approved coarse sand and cement, curing complete, Including cost of form work. In Foundation and floors. Ch-5 SI No-279a
260.64
-
6090
2 cm thick plaster in dedo or skirting in 1:3 cement & C/sand including supply all materials labour T&P etc S.I No. 597.
116.95
-
250
Supply and fixing of PVC rain water spout pipe 10mm dia. S.I. No. 730-B.
63
-
270
Providing and laying D.P.C. 25mm 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. ( S.I.361a)
51.12
-
300
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:4 (1 cement : 4 coarse sand) (Chapter_18 Item_4)
148.28
-
4700
R.C.C. work with cement approved c sand & 2.0 cm gauge stone grit in 1:2:4 in slabs excluding supply of reinforcement cement and its bonding but including its fixing and binding the same with 24 BWGL binding wire and including necessary centering and shuttering etc. and also including supply of all materials labor and tools and plants etc required for proper completion of the work strength of the concrete shall not be less than M-150 (S.I 284)
164.16
-
7750
P/F ball bearing for rolling shutter. (SI 523)
24
-
550
4 Cm. Thick P.C.C. flooring under layer 32mm thick cement concrete 1:2:4, cement, C.sand & stone grit of 20mm gauge laid in panel finished with floating coat including supply of all materials, labor and T&P etc. required for proper completion of the work over 15 cm 1:6:12 base concrete (SI 665)
399.36
-
901
Providing and filling in position bitumen mixfiller of proportion 80kg of hot bitumen, 1kg of cement and 0.025 Cu.M. of coarse sand in expansion joints in width upto 2.5 cm, depth upto 15cm. Excluding cost of materials but including cost of fuel. (Chapter_11_Item_3)
3681.95
-
27
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (SI_NO 253
1023
-
105
WBM Grading - 1_Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 1 as per technical specification clause-405
77
-
4259
WBM Grading - 2_Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per technical specification clause-405
57.75
-
4674
WBM Grading - 3_Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause-405
804.9
-
4728
Supply and Laying of 125 microne polythene sheet of aproved quality as per directed by engineer in charge. (Material Page No 12 Item 29)
7435
-
12
Providing and laying design mix cement concrete of M-30 grade, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement concrete anufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer DSR_2018_16.43.2
1487
-
7597
Providing and laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and curing complete, including cost of form work. In Foundation and floors. (Fine sand not less than in 1.25 FM) Ch-5 Si No- 275
89.9
-
4090
Class M-150 brick work in 1:4 cement and sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all material, labour and tools and plints etc. required for proper completion of work. S.I. No. 305
291.94
-
4430
Supply of 80 mm thick rubber molded precast cement concrete and fly ash I-shape" interlocking paver blocks ISI mark confirming to IS: 15658-2006 with top layer of minium 5 mm thickness having plan dimension 200x(160+120 mm) of O.P cement, smooth high gloss finish, skid resistant, manufactured from, rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40 MPa and weigt 4.5 kg per including cost of materials, with a blanket layer of 4.00 cm. thick fine sand, including labour, T&P etc, required for proper completion of the work as directed by E/I New item No. 14
3298
-
880
Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and 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 30m from the foundation trenches.every additional 30m lead of part of 30m (100ft) or for every additional 1.5m (5ft) lift or part of 1.5m (5ft) (SI_251 + 254)
157.44
-
138
12mm thick Cement plaster in single coat of fair side of single of 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. (I) 1cement : 3 coarse sand (SI_582A)
222
-
160
Supplying, Filling, Spreading & leveling stone boulders of size range 10mm to 16 mm stone grit, In recharge pit, In the required thickness, For all leads & lifts, all complete as per direction of the Engineer-in-charge (24.5/381)
43.2
-
2804.4
Supplying, Filling, Spreading & leveling gravels of size range 6, 6.7 & 2.36 mm stone grit, In recharge pit, over existing layers of bounders, In the required thickness, For all leads & lifts, all complete as per direction of the Engineer-in-charge (24.6/381)
27
-
2755.4
Boring/ Drilling bore well of required dia for casting/ strainer pipe, by suitalbe method prescribed in IS 2800 (Part-1) Including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of E-n-C, up to 90 metre depth below ground level. All types of soil : 300mm dia (DSR_23.1.11/2018)
292.68
-
425
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150mm nominal size dia(DSR_23.3.2/2018)
97.56
-
573
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticised PVC medium well screen (RMS) pipe with ribs, conforming to IS 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150mm nominal size dia (DSR_23.4.20/2018)
195.12
-
619
Gravel packing in tube well construction in accordance with IS: 4097, including, providing gravel fine/medium/course, In required grading & size as per actual requirement, all complete as per direction of E-n-C (DSR_23.8/2018)
15.54
-
1243
Providing and fixing suitable size theaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removalbe as per requirement, all complete for borewell fo 150mm dia (DSR_23.13.2/2018)
4
-
174
Providing and fixing M.S. Clamp of required dia to the top of bore well housing/casing pipe of tube well as per : 2800 (part- 1), Including necessary bolts & nuts of required size complete 150mm dia (DSR_23.14.2/2018)
4
-
1236
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per : 2800 (part- 1), 150mm dia (DSR_23.15.2/2018)
4
-
233
Constructing masonary chamber (90x90x100)CM in side Brick work. Including all labour, material T&P etc complete DSR 18.34/319
12
-
13391
Supply & Fixing of 100mm dia rain water pipe (PVC) Including all labour material, T&P etc. Complete panail (Material Page 12 Item_28+CP
104.4
-
275
Dismantling Plaster cement mortar and including staking of materials as directed by Engineer incharge with in a distance of 60 meter (200feet)
SI 706
2102.1
-
30
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. SI No- 503
77.64
-
6450
Dismantling sundries brick work including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). (SI No_691)
95.94
-
70
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. (DSR 12.50 Year 2018
549.9
-
520
Providing and fixing of ridger of 60 cm width G.S sheet including. cost of all material T&P labour etc. required for proper completion of work. (DSR_12.51.1/2018)
40.5
-
345
Scraping old snowcem or colour wash including disposal of refuse as directed by Engineer incharge with a distance of 60 M (200F)
721.78
-
10
Distempering (two coat) with oil bound distemper of approved brand and manufacture and of required shade on undercorated wall furfaces to give an even and shade over and including a priming coat with cement primer of approved brand and manufacture wuch as berger J and N. Shalimar, Asian Plants after through brushing the surface free from mortar droppings and other foreign matters and also including preparing the surface even with plaster of paris of approved synthetic material and sand papered, smooth including cost of all material labour T&P etc. (S.I. No. 650x2)
5101.15
-
44
Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work.Ch-15 SI No-27 New
273.59
-
130
Painting or varnishing two coats including cost of priming coat on steel or wood work with superior synthetic enamel such as luxol 3, higloss apcolite superlac, dulux specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials labour, tools of all material labour tools and plants etc. require for proper completion of work. (643x2)
1608.64
-
74
Dismantling cement concrete or brick or granolithic floors including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). (SI_697
160.05
-
45
Providing and laying Vitrified tiles in floor of 600x 600mm sizes (thickness 10mm), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in desired colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : , including grouting of joints. Ch-14 Si No-19
160.05
-
1750
4cm. thick ferro cement concrete 1:2:4 with cement, coarse sand & 2cm gauge stone grit including murga jali & water proofing compond including supply of all materials, labour, T&P etc. required for proper completion of the work.
11371.98
-
350
Supply and fixing of GI Pipe 80 mm dia For Catcher Capture (Chapter_23_12H)
280
-
600
Supply of Hand pump machine complete Set. required for installation of Indian mark-II hand pump
5
-
5000
Supply of 110 mm dia P.V.C pipe of 6 kg. required for installation of Indian mark-II hand pump
185
-
157.08
Supply of 63 mm dia P.V.C pipe of 8 kg. required for installation of Indian mark-II hand pump
45
-
81
Supply of 63 mm Strainer and Blind Pipe. required for installation of Indian mark-II hand pump
5
-
352
Supply of 110 mm / 63 mm dia PVC Reducer. required for installation of Indian mark-II hand pump
5
-
105
Supply of 32 mm GI Pipe Medium Quality. required for installation of Indian mark-II hand pump
120
-
158.95
Transportation of hand pump material up to side of work
5
-
900
Hire charges of boaring machine by palm and pressure method and T&P etc.
5
-
220
Boaring of 150 mm dia hole by palm and pressure method 0 to 15
75
-
270
Boaring of 150 mm dia hole by palm and pressure method 15 to 30
75
-
225
Boaring of 150 mm dia hole by palm and pressure method 30 to 45
75
-
362
Boaring of 150 mm dia hole by palm and pressure method Above 45
25
-
396
Lowering of P.V.C Pipe (110/63mm) assemble, Strainer, Blind pipe(50mm Nominal dia) 0 to 50
250
-
15
Supply of Pri-Grables and Lowering of pipe upto Strainer
2.5
-
2950
Supply & injecting of bantonite power in bore hole
5
-
600
Installation of India mark-II Hand pump machine
5
-
750
Development of bore hole. required for installation of Indian mark-II hand pump.
5
-
450
Disinfection of material after development. required for installation of Indian mark-II hand pump.
5
-
180
Construction of 1.85 M dia plateform including supply of all materials, labour, T&P etc. required for installation of Indian mark-II hand pump.
5
-
5400
Construction of drain including supply of all materials, labour, T&P etc. required for installation of Indian mark-II hand pump.
15
-
276
E-bossing work required for installation of Indian mark-II hand pump.
5
-
80
Testing of water required for installation of Indian mark-II hand pump.
5
-
650
Supply and hoisting of Sintex or equivalent high density polyethylene seamless of piece moulded tanks and placing the same in proper position including all taxes, labour and T&P etc. for proper completion of work. Tank should be ISI marked, Sintex or equivalent.
3000
-
10
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore ( Chapter_23_Item_24
12
-
450
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore (Chapter_23_Item_16)
12
-
275
Providing & Fixing GI pipes complete with GI fittings and clamps including making good the walls etc. concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall: 15 mm dia nominal bore (Chapter_23_Item_11a)
30
-
255
Providing & Fixing GI pipes complete with GI fittings and clamps including making good the walls etc. concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall: 20 mm dia nominal bore (Chapter_23_Item_11b)
30
-
275
R.C.C. work with cement approved coarse sand and 2cm (3/4") gauge approved stone ballast in the proportion 1:1.5:3 (1 part of Cement, 1.5 Part of Coarse Sand and 3 Part of 2cm Stone Grit) in slab work 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 shall not be less than M-15 grade. SI No- 284a
1.02
-
8200
2.5cm thick plain cement concreet floor with 1:2:4 cement approved coarsand & stone grit laid in panels finished with 3 mm floating coat of neat cement and marble dust in ratio 5:1 as specified including supply of all material labour T&P required for proper complition of the work but without base concrete. (S.I. No. 625)
300.09
-
250
Supply and fixing of flush doors, commercial quality conferming of I.S. 2202 part-1 (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts, locks, handles, springs, fitting with necessary screws to be supplied departmentally (A) 25mm thick (SI 470B)
15.12
-
1700
Approximate cost of ISI marked oxidized iron fittings with screws for door & windows (SI 473 Firozabad)
15.12
-
420
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