Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date6 Aug 2024
Closing Date31 Aug 2024
Tender Amount₹ 3,74,56,165
Costs
EMD
₹ 7,49,125Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAD_729464_1Bid Award Id
ViewTender No
04 (2ndCall) /SWM/SE (CC)/2024-25Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Pre-Constructional Anti-termite measures:
(a) Anti termite treatment to bottom surface ( in case of masonry foundation and basements) and the sides (upto a height of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS- 6313 (part -II) 1981. (Mode of measurment will be the plan area of foundation treated.)(Page No-05, Item No-10)
55
5170
94
... More
(c) Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight
at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on
the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS6313 (part -II) 1981. ( Mode of measurment will be
per Sq.m of plan area of plinth treated.) (Page No-05, Item No-10)
55
6050
110
... More
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (Page No-14, Item No-01) 3 RD CORRIENDA
134.53
43587
324
... More
(I) Cement concrete with graded stone ballas (40 mm size excluding shuttering) In (A) [Pakur Variety] (a) 1:3:6 proportion.(Page No : 34, Item No : 22),Building Schedule & 3rd Corrigendum
29
157820
5442.1
... More
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) a) With earth obtained from excavation of foundation. (Page No-01, Item No-03)
39.89
3092
77.54
... More
A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) B) Do-by-Fine Sand (Page No-02, Item No-04(A))
23.57
16772
711.59
... More
Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (b) (i) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.(Page No-02, Item No-05)
283.5
107678
379.82
... More
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm
nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety I) In Ground Floor I) In 1st Floor
(Page No-26, Item No-10)
41.82
244930
5856.77
... More
1 st floor
13.39
79694
5951.77
... More
2 ND Floor
2.81
16991
6046.77
... More
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and bindingwith 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m I. jsw/shyam/srmb/electrosteel etc (Page No-44, Item No-40) I) In Ground
3.94
234923
59625.17
... More
1st floor
1.26
75669
60055.17
... More
2nd floor
0.26
15726
60485.17
... More
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).
FOUNDATION UPTO PLINTH &Ground Floor
(Page No-42, Item No-36)
(f) 25 mm to 30 mm shuttering without staging in foundation.
149.02
30549
205
... More
(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.
138.06
50115
363
... More
1 ST Floor
132.68
50551
381
... More
2 ND Floor
36.89
14719
399
... More
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth (Page No-15, Item No-08) upto plinth
12.23
60165
4919.51
... More
In Ground floor
19.73
101461
5142.51
... More
1 ST floor
8.87
46598
5253.51
... More
2ND floor
1.58
8475
5364.51
... More
(Page No-16, Item No-16)
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
GROUND FLOOR
31.11
20976
674.27
... More
1 ST Floor
36.8
25254
686.27
... More
2ND FLOOR
19.95
13930
698.27
... More
25 mm. thick damp proof with cement concrete (1:1.5:3) (with graded stone aggregate 10 mm. normal size) and painting the top surface with a coat of bitumen [VG.40 ] using 1.7 kg. per sq.m. including heating the bitumen and cost and carriage of all materials complete. [Bitument to be supplied by the Agency] (Page No-47, Item No-02)
6.49
1772
273.13
... More
(Page No-192, Item No-01) Labour for Chipping of concrete surface before taking up Plastering work. In Ground Floor
188.16
3951
21
... More
(b) In 1st floor
36.8
772
21
... More
2 ND Floor
36.89
774
21
... More
(Page No-189, Item No-01)
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course,
scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:6 cement mortar
(a) 20 mm thick plaster
ground floor
220.88
35928
162.66
... More
1st floor
137.18
22862
166.66
... More
2nd floor
44.99
7677
170.66
... More
(b) 15 mm thick plaster(1:6)
ground floor
183.61
25975
141.47
... More
1st floor
114.73
16689
145.47
... More
2nd floor
32.33
4832
149.47
... More
(ii) With 1:4 cement mortar (c) 10 mm thick plaster
ground floor
84.9
10736
126.46
... More
1st floor
55.38
7224
130.46
... More
2nd floor
15.38
2068
134.46
... More
(Page No-245, Item No-15) Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white For 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr. and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.
124.9
55952
448
... More
(Page No-243, Item No-09)
Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. ii) 5mm thick coloured / tinted / smoke glass.
35.1
20533
585
... More
(Page No-104, Item No-13) (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
ground floor
2.46
24671
10021
... More
1st floor
1.88
19027
10121.21
... More
Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. (Page No-106, Item No-18)
4.73
20580
4351
... More
(Page No-114, Item No-01) Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). (c) Sal : Siliguri.
ground floor
0.14
11489
85108
... More
1st floor
0.14
11516
85308
... More
2nd floor
0.07
5814
85508
... More
(Page No-124, Item No-11) Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm widebattens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters inposition but excluding the cost of hinges and otherfittings in ground floor(a) 35mm thick shutters (single leaf)
11.22
29833
2659
... More
(Page No-115, Item No-05) Supplying, Fitting & Fixing Factory made prelaminated P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm Prelaminated PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer‟s specification and direction of Engineer-in-Charge.
GROUN FLOOR
4.75
1828
385
... More
1 ST FLOOR
9.5
3657
385
... More
(Page No-116, Item No-05) Supplying, Fitting & Fixing 30 mm thick both side prelaminated Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-inCharge.
2.14
5217
2438
... More
(Page No-140, Item No-04)
Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately)
(a) 40mm X 6mm, 250mm Length
16
464
29
... More
(Page No-140, Item No-05)
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (Add Extra 30% for Oxidised Fittings) (viii) 100mm. X 75mm. X 3.50mm.
12
1029
85.8
... More
(page -144 Iem No - 26 of bldng schdle) Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws: (ix) 300mm long x 10mm dia. bolt.
4
396
99
... More
(Page No-145, Item No-28) Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete. iii) 300mm x 16mm dia. bolt.
4
924
231
... More
(Page No-145, Item No-30) Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: (a) With continuous plate base (Hexagonal/ Round rod)
(iii) 100 mm grip x 12 mm dia rod.
4
340
85
... More
(Page No-143, Item No-16) Supplying 'Godrej' mortice lock chromium plated with keys 6 levers including fitting & fixing complete
4
7816
1954
... More
Supplying, fitting & fixing 1st quality Ceramic tiles ....necessary
or by synthetic adhesive & grout materials etc.
(B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick
cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m
& joint filling using white cement slurry @ 0.20kg/Sq.m.Page No.-34 Item No. -22 (a) ii) 3rd corrienda & analysis (a) Area of each tile upto 0.09 Sq.m (ii) Other than Coloured decorative including white.
25.84
18116
701.12
... More
TOILET 1ST FLOOR
28.04
19799
706.12
... More
Supplying and laying true to line and level vitrified tiles of
approved brand ..... (White cement, synthetic adhesive and
grout material to be supplied by the contractor)
(I) With application slurry @1.75 kg/ Sq.m, 20 mm sand
cement mortar (1:4) & 2 mm thick cement slurry at back side of
tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment.
office Floor GROUND
(3rd corrigenda/ P- 36/ I- 23)
26.38
33455
1268.21
... More
office Floor 1ST
26.38
33771
1280.21
... More
18 mm. to 22 mm. thick, kota stone slab set .....[Slurry for
bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m]
staircase and verandah GROUND fLOOR (3rd corrigenda/ P- 26/ I-10)
24.91
25114
1008.2
... More
staircase and verandah1st fLOOR
22.61
23066
1020.2
... More
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per
manufacturer's specification and as per direction of the EIC. In Ground Floor: (b) Two Coats. (Page No-196 of 315,Item No-08)
235.05
10600
45.1
... More
Protective and Decorative Acrylic exterior emulsion paint of approved
quality, as per manufacturer's specification and as per direction of
Engineer-in-Charge to be applied over acrylic primer as required. The
rate includes cost of material, labour, scaffolding and all incidental
charges but excluding the cost of primer In Ground floor (Two Coat)
a) Normal Acrylic Emulsion (Page No.- 197 Item No. -17)
465.81
31209
67
... More
Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surfacethroughly, complete as per manufacturer's specification and as per direction of the EIC. Ground Floor (a) One Coat
ii) Solvent based interior grade Acrylic Primer (Page No.- 195 Item No. -7)
465.81
15697
33.7
... More
Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) :
ii) Luxury Quality (Page No.- 201 Item No. -4)
465.81
32606
70
... More
(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. (Page No.- 200 Item No. -1)
39.6
1504
38
... More
(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. (Page No.- 200 Item No. -1)
100.37
2910
29
... More
(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :
(a) On timber or plastered surface : With super gloss (hi-gloss) (iv) Two coats (with any shade except white) (Page No.- 200 Item No. -2)
39.6
3207
81
... More
(b) On steel or other metal surface : With super gloss (hi-gloss) (iv) Two coats (with any shade except white) (Page No.- 200 Item No. -2)
27.65
2184
79
... More
Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx) (Page No.- 109 Item No. -22)
12
108924
9077
... More
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.
A) UPVC Pipes:
(ii) 110 mm. Dia. (Page No.- 212 of 315 Item No. -21)
26.4
6626
251
... More
B) UPVC Fittings:
c) Bend 87.5 degree
(ii) 110 mm. Dia.
4
688
172
... More
d) Shoe
(ii) 110 mm. Dia.
4
444
111
... More
Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. (i) CPVC Pipes Class-1, SDR-11 a) For Exposed Work 20 mm Dia
(Page No-29, Item No-01 of S & P Schdl.)
40
5720
143
... More
25 mm Dia Inlet
20
4160
208
... More
32 mm Dia outlet
25
7075
283
... More
(b) For Concealed Work 15 mm Dia
25
3500
140
... More
Supplying, fitting and fixing bib cock or stop cock.
(Page No-06, Item No-07 of S & P Schdl.)
a(i) Chromium plated Bib Cock short body ( wall flange with aerator ) body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand)
4
2156
539
... More
D(i) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand).
4
3260
815
... More
Supplying, fitting and fixing Anglo-Indian W.C. in white glazed vitreous china ware of approved make complete in position with necessary bolts, nuts etc.
b) With 'S' trap (with vent)
(Page No-79, Item No-03 of S & P Schdl.
4
13148
3287
... More
Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws supplied, fitted and fixed complete. (b) Anglo Indian (ii) Plastic (hallow type) white
(Page No-81, Item No-10 of S & P Schdl.)
4
1940
485
... More
Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc.
(Page No-36, Item No-02 of S & P Schdl.)
4
4060
1015
... More
Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete.
i) Polythene Flush Pipe
(Page No-81, Item No-11 of S & P Schdl.)
4
620
155
... More
Supplying, fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia.
(iv) 750 mm long
(Page No-43, Item No-09 of S & P Schdl.)
4
428
107
... More
Supplying, fitting and fixing white vitreous china best quality approved
make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks,
C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar
cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved
quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved
quality P.V.C. connection pipe with heavy brass C.P. nut including
mending good all damages and painting the brackets with two coats of
approved paint.
4
8832
2208
... More
Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thick with silvering as per I.S.I, specifications supported on fibre glass frame of any colour, frame size 550 mm X 400 mm.
(Page No-82, Item No-19 of S & P Schdl.)
4
2452
613
... More
Supplying, fitting and fixing towel rail with two brackets.
(Page No-82, Item No-22 of S & P Schdl.)
(a) C.P. over brass
(iii)25 mm dia. and 600 mm long
4
1720
430
... More
Supplying, fitting and fixing liquid soap container. (b) Fibre glass
(Page No-82, Item No-17 of S & P Schdl.)
4
752
188
... More
Supplying, fitting and fixing shower of approved brand and make.
(a) (ii) Chromium plated round shower with revolving joint (Equivalent to Code No. 541(N) & Model - Tropical / Sumthing Special of ESSCO or similar).
(Page No-03, Item No-03 of S & P Schdl.)
4
1440
360
... More
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) – Multilayer
(e) 2000 litre capacity
(Page No-37, Item No-06 of S & P Schdl.)
1
10434
10434
... More
Labour for hoisting plastic water storage tank.
(ii) Above 1500 litre upto 5000 litre capacity.
(a) Upto 1st story from G.L.
(Page No-37, Item No-10 of S & P Schdl.)
1
154
154
... More
b) Extra for each additional story
1
72
72
... More
Labour for punching hole in plastic water storage tank upto 50 mm dia.
(Page No-38, Item No-13 of S & P Schdl.)
3
57
19
... More
Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make supplied, fitted and fixed in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete.
(ii) 635 mm X 395 mm X 420 mm
(Page No-80, Item No-06 of S & P Schdl.)
2
5738
2869
... More
Supplying, fitting and fixing urinal flush pipe fittings of approved brand.
(a) C.P. urinal flush pipe fittings range of one
(Page No-81, Item No-12 of S & P Schdl.)
2
828
414
... More
Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit,providing necessary invert with cement concrete (1:3:6) with stone chips as per
direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved makesupplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.
i)With Bazree (N.B Variety) (SAIL/TATA/RINL)
(Page No-87, Item No-01 of S & P Schdl.)
2
13296
6648
... More
Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,PartI.Payment will be made separetly on the basis of actual height based on relevant
(iv) For 20 users
A) With Bazree (N.B Varity)
I.S.Code. (Page No-88, Item No-03 of S & P Schdl.)
1
45540
45540
... More
Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brickmetal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab witnecessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia.
(SAIL/TATA/RINL)
(Page No-89, Item No-04 of S & P Schdl.)
1
15692
15692
... More
Cutting hole through wall,roof or cornice and mending good all damages.
(Page No-97, Item No-09 of S & P Schdl.)
6
408
68
... More
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992
(Page No-68, Item No-23 of S & P Schdl.)
(A) (i) Single Socketed 3 Meter Length
(a) 75 mm
25
4900
196
... More
(b) 110 mm
40
11680
292
... More
Supplying,fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).
(iv) 100 mm
(Page No-66, Item No-16 of S & P Schdl.)
4
1176
294
... More
75 mm
4
568
142
... More
Supplying, fitting and fixing Half round channel with or without outlet as required set in cement concrete (6:3:1) with jhama chips complete.
(Payment of concrete will be paid seperately). (i) 600 mm X 100 mm White vitreous chinaware.
(iv) 100 mm
(Page No-80, Item No-8 of S & P Schdl.)
1
466
466
... More
Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.). (v) 40 mm dia (Page No-04, Item No-4 of S & P Schdl.)
1
1646
1646
... More
Supplying,fitting and fixing cast iron 'P' or 'S' trap conformimg to I.S. 3989/ 2009 and 1729/ 2002 including lead caulked joints and painting two coats to the exposed surface. (Painting to be paid seperately). P trap 100 mm
(Page No-65, Item No-14 of S & P Schdl.)
8
7584
948
... More
Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only)vii) 25 mm dia (Page No-5, Item No-5 of S & P Schdl.)
2
1556
778
... More
Supplying, fitting and fixing in position R.C.C. Manhole/ pit cover of
approved make with rim of approved make (Heavy type)
(Page No-91, Item No-7 of S & P Schdl.)
4
1352
338
... More
Supplying, fitting & fixing H.C.I. bend with door conforming to I.S.S. including jointing complete and painting two coats to the exposed surface with approved paint complete. (Payment of Painting will however be paid seperately).
(a) With valamoid joints including sealing the top with cement mortar (4:1) ii)100 mm dia
(Page No-61, Item No-4 of S & P Schdl.)
4
2172
543
... More
Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty)conforming to ASTMD 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.) PVC Pipes.
50 mm P-13, I-19(II)
48
19344
403
... More
100 mm
24
27888
1162
... More
Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. (d) For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia.
(i) 50 mm dia. boring etc. P-49, I-01 (d)
54
15498
287
... More
(ii) 100 mm dia. boring etc. top enlargement
24
10224
426
... More
Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. (ii) 50 mm dia
P-52, I-06
6
2202
367
... More
Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.
(ii) 50 mm dia P-53, I-09
1
189
189
... More
(vii) 100 mm
1
429
429
... More
GST @ 18%
1
440006
440006.4
... More
Cess @ 1%
1
28843
28843.37
... More
b. CONSTRUCTION OF PROPOSED 21 TPD MUNICIPAL WASTE PROCESSING PLANT AND OTHER ANCILLARY WORKS UNDER S.W.M. PROJECT WITHIN GANGARAMPUR MUNICIPALITY
-
-
-
... More
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. a) Depth of excavation not exceeding 1,500 mm. (Page No-01, Item No-02(a))
690.42
82346
119.27
... More
(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. Page No-1 Item No-2 (a)
270.11
51963
192.38
... More
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (Page No-14, Item No-01) 3 RD CORRIENDA
513.72
166445
324
... More
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth (Page No-15, Item No-08) upto plinth
0.8
3959
4949.51
... More
(I) Cement concrete with graded stone ballas (40 mm size excluding shuttering) In (A) [Pakur Variety] (a) 1:3:6 proportion.(Page No : 34, Item No : 22),Building Schedule & 3rd Corrigendum
40.99
223071
5442.1
... More
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) a) With earth obtained from excavation of foundation. (Page No-01, Item No-03)
320.18
24826
77.54
... More
A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) B) Do-by-Fine Sand (Page No-02, Item No-04(A))
1117.32
795073
711.59
... More
Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (b) (i) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.(Page No-02, Item No-05)
1087.9
413206
379.82
... More
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade) i) Pakur Variety ANALYSIS
225.55
1432795
6352.45
... More
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 320 Kg of cement with super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M 30 Grade (i) Pakur Variety PAGE NO-25 ITEAN NO-7(a)& ANALYSIS
441.05
2879864
6529.58
... More
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m I. SAIL/ TATA/RINL (Page No-44, Item No-40) I) In Ground Floor
62.8
3873820
61689.95
... More
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).
(f) 25 mm to 30 mm shuttering without staging in foundation.
(Page No-42, Item No-36)
770.7
157993
205
... More
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.II) For Structural Works in Roof Trusses etc. using joists, channels
and angles of specified section weighing less than 22.5 kg/ m [PAGE NO-99 ITEAM NO 1(II)]
11.34
858918
75729
... More
M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof c) Span beyond 20 Mtr and up to 30 Mtr [PAGE NO-101 ITEAM NO 2(A)]
64.8
5172999
79829
... More
Holding down bolt with nut including 100 x 100 x 6 mm plate washer
at bottom fitted complete and packing the hole with cement concrete
or cement grout as directed.(i) 20 mm dia bolt (b) 600 mm long [PAGE NO-102 ITEAM NO 6 ii(b)]
352
98208
279
... More
Galvanised iron sheets valley gutter with perimeter not less than 750 mm with 225 mm lap each way fitted and fixed with necessary bolts, nuts, screws, etc.complete. Valley gutter made of 0.63 mm. thick sheets. (300mm End lapping) [PAGE NO-82 ITEAM NO-12]
204.4
110989
543
... More
((a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including
smoothening surfaces by sand papering etc Page No-200, Item No-1(a)
1628.74
47233
29
... More
Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping). (A) 300 mm lapping each way (a) With 0.71 mm sheet
204
80376
394
... More
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes: (ii) 110 mm. Dia Page No -212, 213Item No-21 2(A)
226.8
56926
251
... More
87.5 DEGREE BEND
42
6720
160
... More
SHOE
42
4662
111
... More
Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). (i) In Roof:- a) With 0.5 mm thick sheet Page No -82, 83 Item No-1 (a)
1936.88
1735444
896
... More
Supplying, fitting and fixing glass reinforced polyester translucent fiber glass sheet to match with GCI Corrugation as per IS: 12866 - 1989 in roof fitted and fixed with 10 mm dia "J" or "L" hook, bolts and nuts, limpet and bitumen washers and putty with 150mm end lap and one corrugation minimum side lap complete. b) 2.0mm +/- 0.2 mm thick sheet.(3.25Kg/Sq.m) ii) Fire retardant milky white Page No -84 Item No-19 b(ii)
968.44
928733
959
... More
(A) Painting with best quality synthetic enamel paint ofapproved make and brand including smoothening surface bysand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surfWith super gloss (hi-gloss) - iv) Two coats (with any shade except white) page no-201, iteam no-2(iv)
1575.3
124448
79
... More
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as permanufacturer's specification and as per direction of the EIC. In Ground Floor: (b) Two Coats. (Page No-196 of 315,Item No-08) manufacturer's specification and as per direction of the EIC. In Ground Floor: (b) Two Coats. (Page No-196 of 315,Item No-08)
194.4
8767
45.1
... More
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat)) a) Normal Acrylic Emulsion (Page No.- 197 Item No. -17)
194.4
13024
67
... More
Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (ii) In wall:- c) With 0.80 mm thick sheet (Page No.- 81Item No. -9[c])
152.64
123027
806
... More
VIDE PAGE : 246 ; ITEM NO : 4.08 (B)(V)
By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Add cost at site of 1.28 m³ of the materials as per specified Grading vide Table 3.3‐1 of Section 3 to arrive at the complete rate. Grading-II
543.95
994449
1828.2
... More
Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision). ( Page-264, Item-6.01 ]
326.37
1085741
3326.72
... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(b)20 mm thick plaster(1:6)
(3rd Corrig./P- 50/I- 1)
194.4
31621
162.66
... More
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. (Page No-192, Item No-15)
52.12
1705
32.72
... More
Cutting holes and subsequent mending good damages (ii) In concrete work (plain or R.C.) [Cement- 3.0 Kg/Mtr. (Page No-12, Item No12)
42
4536
108
... More
Sealing new expansion joint with Elastomeric Polysulphide Sealant of gap size 50mm X 25mm Including cleaning of the expansion joint thoroughly, mending of edges & surface, placing 50mm dia Backer rod as back up material with the cost of materials, labours, & all other incidental charges as per manufacturer's specification & direction of Engineer-in charge. (page -278 iteam no-07)
42
33264
792
... More
GST @ 18%
1
3892864
3892864.44
... More
Cess @ 1%
1
255200
255200.29
... More
c. CONSTRUCTION OF INTERNAL ROADS, DRAINS , COMPOUND FILLING AND OTHER ANCILLARY WORKS FOR PROPOSED 21 TPD MUNICIPAL WASTE PROCESSING PLANT UNDER S.W.M. PROJECT WITHIN GANGARAMPUR MUNICIPALITY
-
-
-
... More
Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (b) (i) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.(Page No-02, Item No-05)
3448.35
1309752
379.82
... More
Supplying and fixing grasses tiles of grass Maxican Carpet/Selection No. 1 Healthy & fresh grasses (size 1'x1' or bigger) including watering and maintenance of the lawn for 30 daysor more till the grass forms a thick lawn free fromwees and fit for mowing including supplying good earth as required by Engineer-in-charge. (Rate includes supply of labour, tools & plants including materials) Page No-259 Item No-4
3312
667103
201.42
... More
Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials. Planting hedge plants in two rows at 30cm apart Page No-260 Item No-5
3312
116913
35.3
... More
Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools &plants including materials but excluding cost of tree (Page No-260 of Item No-7
508.5
59494
117
... More
Maintanance of trees for one year (Avenue Plants) including watering, trimming, manuring, spraying insecticide and guarding as required. This includes supply of labour, tools & plants including materials. Page No-260
Item No-8
450
214650
477
... More
Supplying and Planting of different plant / trees ( Supplying well grown plants bushy and healthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc. iv) Rangon hi-breed healthy plant.
Page No-260 Item No-9
100
2300
23
... More
x) Ficus blakii (F. Vivicon) well branched (Bushy) of height 120cm - 135 cm in earthen pot of size 30cm
450
84150
187
... More
xv) Acalypha species (Red/Green) of height 30cm-90cm in earthen pots of size 20 cm.
100
5200
52
... More
xvii) Bougainvillea (mix variety) of height 30cm-90cm in
polybag of size 10cm-15cm
100
3900
39
... More
xxxi) Dracaena Green of height 30 cm to 90 cm in earthen
pots of size 20 cm.
100
3400
34
... More
xxxvii) Eranphemum Species of height 30 cm to 90 cm in earthen pots of size 20 cm
100
5100
51
... More
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm. Page No-1 Item No-2 (a)
708.61
84515
119.27
... More
Earth work in filling in foundation trenches or plinth with good earth in layers not exciding 150 mm. Including watering and ramming etc. layer by layer complete. (payment to be made on the basis of measurement of finished quantity of work). (a) With earth obtained from excavation of foundation. Page No-1 Item No-3 (a)
231.33
17937
77.54
... More
(I) Cement concrete with graded stone ballas (40 mm size excluding shuttering) In (A) [Pakur Variety] (a) 1:3:6 proportion.(Page No : 34, Item No : 22),Building Schedule & 3rd Corrigendum
95.6
520264
5442.1
... More
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety I) In Ground Floor (Page No-26, Item No-10)
111.81
654845
5856.77
... More
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
(a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I.JSW/SRMB/SHYAM/ELECTROSTEEL.ETC
12.31
734105
59625.17
... More
M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. Grill weighting above 16kg./Sqm. The weight of grill per sq.m. will be determined by taking the physical weight of fabricated grill and dividing the same by covered area of the same.No shop priming will be allowed to facilitate inspection of workmanship. Weight of grill is to be taken after final grinding and finishing the weld. Extra for work in grill gate. For hanging and locking arrangements including supply of materials and labour complete. (15% extra over the corresponding item of grill ) For supplying fitting and fixing bottom rollers including all labour complete.(5% extra over the corresponding item of grill )
1.7
16715
9827
... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints includingthroating,nosing and drip course, scaffolding/staging where necessary(Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (b) 20 mm thick plaster (3rd Corrig./P- 50/I- 1
1344.18
218644
162.66
... More
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 Sq.M. Page no-192 iteam no-15
1317.44
43106
32.72
... More
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for nthe work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. I) For structural members of specified sections weighing less than 22.5 Kg./m
0.04
2873
79829
... More
By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Add cost at site of 1.28 m³ of the materials as per specified Grading vide Table 3.3‐1 of Section 3 to arrive at the complete rate. Grading-II
382.5
699286
1828.2
... More
Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet 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, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)
382.5
982493
2568.61
... More
Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm) SS-1
1530
52111
34.06
... More
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
1530
14871
9.72
... More
Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision).
B. For Grading 2 (19 mm nominal size, 50-75 mm thick.)
76.5
487404
6371.3
... More
Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen)Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical
Specification Clause 508 for Rural Roads of MORD.
1530
186323
121.78
... More
Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). I By Mechanical Means (i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
1530
65667
42.92
... More
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (The rate is inclusive of cost of all materials, labour, hire and usage charges of machinery and all incidental charges in this connection.) A) Using Concrete Mixer
370
103600
280
... More
GST 18% on work No. c
1
1324215
1324215.34
... More
CESS 1% on work No. c
1
86809
86809.46
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