Kolkata Metropolitan Development Authority Tender
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Kolkata Metropolitan Development Authority - KMDA Tender
Coronavirus COVID 19
Eprocure
Opening Date
5 Feb 2019Closing Date
CancelledTender Amount
₹ 8,61,88,164Costs
EMD
₹ 17,23,764Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Laying Of Different Diameter Di (k9) Pipe With Specials Including Permanent Road Restoration From 250 Mm Dia To 750 Mm.
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_KMDA_212578_1Tender No
SE (DandP) /3T- 01/ 08(Pt-III)/14Tender Authority
Kolkata Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
a) Depth of excavation not exceeding 1500 mm,
Item No. 2(a), Page-1, P.W.D (Building-2017)
-
-
11927
b) Depth of excavation for additional depth beyond 1500 mm and upto 3000 mm but not requiring shoring Item No. 2(b), Page-1, P.W.D (Building-2017)
-
-
19238
Hire and labour charges for shoring work (including necessary close plank walling, Framing, Eucalyptus/Jhou Bulla piling, Strutting etc.) complete as per direction of the Engineer-in Charge For foundation excavation.(vertical surface area in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer-in-Charge.)
-
-
-
a) Depth up to 1.5m below G.L.
Item No. 6(a), Page-3, P.W.D (Building-2017)
-
-
386
b) For additional depth beyond 1.50m and up to 3.0m.
Item No. 6(b), Page-3, P.W.D (Building-2017)
-
-
439
Hire and labour charges for 75mm dia. Bamboo railing on Jhou / Eucalyptus or other approved timber/ bamboo posts 1.4m above G.L. and 0.6m below G.L. including tying strongly with coir ropes & boring holes for posts in any soils / concrete surface / Bituminous surface packing the sides etc. including cost of carriage of all materials and labour complete including cost of restoration to the damages of the ground to its original condition as per direction of the E.I.C. after removing the barricade. (Cost of restoration would be paid separately).
-
-
-
a) 75mm dia bamboo railing and 125mm dia Jhau/Eucalyptus/ other approved timber posts @1.60m apart. (ii) Railing with 3 rows.
Item No. 1(a)(ii), Page-269, P.W.D (Building-2017)
-
-
49
Labour for picking up existing metalled road surface to a specified average depth including screening and stacking the pavement materials. (For average depth above 75mm but not exceeding 150mm by manual means)
-
-
-
(i) Stone metal surface. Item No. 18.01(c )(i), Page-269, P.W.D (Building-2017)
-
-
25.5
(ii) Brick / Jhama metal surface. Item No. 18.01(c )(ii), Page-269, P.W.D (Building-2017)
-
-
19
Supplying, spreading and compacting Silver Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks anddepressions by ramming wherever necessary.
( Analysed Rate )
-
-
941.86
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Item No. 1, Page-14, 3rd corrigendum, P.W.D (Building-2017)
-
-
357
Lowering any type of D.I. pipe & Specials and laying along trench at any depth as per specification and direction of Engineer-in-Charge.
(Analysed Rate)
-
-
-
b)250 mm dia
-
-
1976
c)300 mm dia
-
-
2515
d)350 mm dia
-
-
2515
e)400 mm dia
-
-
3373
f)450 mm dia
-
-
3373
g)500 mm dia
-
-
3642
h)600 mm dia
-
-
-
i)700 mm dia
-
-
5169
j)750 mm dia
-
-
5169
Making rubber gasket joints to C.I./D.I. pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary & with the help of all other equipments such as ganty girder, tools, & tackles etc. as required, providing lubricants of approved quality & cleaning the grooves of pipe sockets all complete as per specification and direction of EIC. (Rubber Gasket will be supplied Departmentally free of cost)
b) Using mobile crane
-
-
-
b)250 mm dia
-
-
60
c)300 mm dia
-
-
66
d)350 mm dia
-
-
85.5
e)400 mm dia
-
-
99
f)450 mm dia
-
-
120
g)500 mm dia
-
-
130.5
h)600 mm dia
-
-
-
i)700 mm dia
-
-
177
j)750 mm dia
-
-
190.5
Making flange joint to C.I./D.I./G.I. pipes, specials and valves where necessary with supply necessary insertion, bolts, nuts, washer etc. of approved quality and type and painting complete as per specification and direction of EIC.
-
-
-
b)250 mm dia
-
-
757.12
c)300 mm dia
-
-
907.79
d)350 mm dia
-
-
1182.86
e)400 mm dia
-
-
1704.99
f)450 mm dia
-
-
2255.21
g)500 mm dia
-
-
2475.92
h)600 mm dia
-
-
-
i)700 mm dia
-
-
4033.85
j)750 mm dia
-
-
-
Cutting of C.I./D.I. pipes for fitting with pipes and/or specials of similar or dissimilar materials at the time of laying without damaging any part of the required length including taking out of the broken pieces from the trench and restacking the same at the specified location as per direction of the Engineer-In-charge.
-
-
-
b)250 mm dia
-
-
132.48
c)300 mm dia
-
-
158.94
d)350 mm dia
-
-
185.6
e)400 mm dia
-
-
211.97
f)450 mm dia
-
-
238.69
g)500 mm dia
-
-
264.97
h)600 mm dia
-
-
-
i)700 mm dia
-
-
370.55
j)750 mm dia
-
-
396.92
Chamfering the spigot end of C.I/D.I. pipes for fitting with the socket of C.I./D.I. pipes and/or specials in tyton jointed water mains or other wise using electric grinder as per specification and direction of the Engineer-in-Charge.
-
-
-
b)250 mm dia
-
-
115.67
c)300 mm dia
-
-
138.16
d)350 mm dia
-
-
161.29
e)400 mm dia
-
-
184.25
f)450 mm dia
-
-
207.34
g)500 mm dia
-
-
230.31
h)600 mm dia
-
-
-
i)700 mm dia
-
-
322.34
j)750 mm dia
-
-
344.69
Supply of 10mm thick M.S Plate including carriage, loading, unloading & stacking at site
(Analysed Rate)
-
-
54140.05
Gas cutting of M.S. pipes and/or plates of different thickness all complete as per specification and direction of the Engineer-in-charge.
(Analysed Rate)
-
-
-
i) 8 mm thick plate
-
-
208
ii) 10 mm thick plate
-
-
291
Field welding of M.S. plates by means of electric arc welding as per relevant I.S. specification using standard electrodes including edge preparation and charges of deployment of electric generation set with fuel, lubricant and all other tools and plants all complete as per specification and direction of the Engineer-in-Charge (The Engineer-in-Charge shall approve the electrods for arc welding before use)
(Analysed Rate)
-
-
-
ii) 6 mm
-
-
920
Fabricating M.S.pipe of different diameter in shop out of 8mm to 12mm thick MS plates supplied departmentally,cutting the plates to exact size & shape by gas cutting device and /or by adopting any other approved type of mechanical means,bending the same in true curvature by template and rolling mechine of approved design including proper marking,levelling joints followed by electric arc welding longitudinal and circumferential,as necessary,useing standard electrodes as per I.S specification including edge preparation,electricity charges and hydraulic testing of the fabricated piece all complete as per specification and direction of the E.I.C.(The E.I.C shall approve the electrodes for arc welding before use.)
(Analysed Rate)
-
-
-
i) 10 mm thick plate
-
-
-
a)450 mm dia
-
-
19453
b)500 mm dia
-
-
19453
c)600 mm dia
-
-
-
d)700 mm dia
-
-
18250
e)750 mm dia
-
-
17767
Fabricating M.S.specials of different diameter in shop out of 8mm to 12mm thick MS plates supplied departmentally,cutting the plates to exact size & shape by gas cutting device and /or by adopting any other approved type of mechanical means,bending the same in true curvature by template and rolling mechine of approved design including proper marking,levelling joints followed by electric arc welding longitudinal and circumferential,as necessary,useing standard electrodes as per I.S specification including edge preparation,electricity charges and hydraulic testing of the fabricated piece all complete as per specification and direction of the E.I.C.(The E.I.C shall approve the electrodes for arc welding before use.)
(Analysed Rate)
-
-
-
i) 10 mm thick plate
-
-
-
a)450 mm dia
-
-
37605
b)500 mm dia
-
-
37605
c)600 mm dia
-
-
-
d)700 mm dia
-
-
51365
e)750 mm dia
-
-
49747
Derusting, scraping, brushing and cleaning (to the extent of exposing the original surface) the outer surface of manufactured M.S. pipes and specials, applying first coat of synthetic primer Type –B as per IS: 15337:2003 of approved make over it and wrapping the same with coal tar based insulating tape 2 mm thick as per IS: 15337:2003 of approved make and applying the second coat of synthetic primer Type-B (as specified above) over the first layer of insulating tape and wrapping the same with second layer of 2 mm thick coal tar based insulating tape (as specified above) in staggered pattern (including overlapping at ends) by torching etc. as per manufacturer’s specification and as per direction of EIC. Each layer of protective wrapping shall be tested with Holiday detector at contractor’s cost and the contractor shall repair all holidays to the satisfaction of EIC at no extra cost (payment will be made on finished area of work) (Analysed Rate)
-
-
968
Lowering M.S pipes & specials in trench up to a depth of 3.00 metre below G.L, laying and Jointing the same inside the trench / over ground by means of electric arc welding using standard electrodes as per I.S. specification, all complete as per direction of the Engineer-in-Charge. [The Engineer-in-Charge shall approve the electrodes for arc welding before use.]
-
-
-
(For laying over ground, the rates shall be reduced by 10% and that is inclusive of holding arrangements)
-
-
-
Diameter in mm
-
-
-
a) 450
-
-
6064
b) 500
-
-
6704
c) 600
-
-
-
d) 700
-
-
17279
e) 750
-
-
18447
Lowering, fitting and fixing of all types of valves in proper position and alignment using chain pully block or crane (for diameter above 250 mm.) by providing temporary support, as required, gaskets nuts & bolts etc. all complete as per specification and direction of the Engineer-in-Charge.
(Analysed Rate)
-
-
-
b)250 mm dia
-
-
1618
c)300 mm dia
-
-
1919
d)350 mm dia
-
-
2487
e)400 mm dia
-
-
3531
f)450 mm dia
-
-
4656
g)500 mm dia
-
-
5133
h)600 mm dia
-
-
-
i)700 mm dia
-
-
8533
j)750 mm dia
-
-
-
Filling the pipe lines with water, testing Hydraulically as per IS: 3114-1965(Artical-6) in section of a length not exceeding 500m for head of pressure as per specification including supplying, installing & fixing all equipment such as Diesel generator pumping set, blank flange, pump and all other tools and plants including drilling, tapping and plugging of necessary holes to pipes, blocking ends providing thrust blocks and subsequent blocking of holes and other jointing materials and dismantling and removal of the same Including disposal of water etc. All complete as per specification and direction of the Engineering-in-Charge. The rate is inclusive of cost of requisite water to be arranged by the contractor
-
-
-
b)250 mm dia
-
-
6.39
c)300 mm dia
-
-
6.94
d)350 mm dia
-
-
7.38
e)400 mm dia
-
-
8.52
f)450 mm dia
-
-
9.07
g)500 mm dia
-
-
9.63
h)600 mm dia
-
-
-
i)700 mm dia
-
-
12.7
j)750 mm dia
-
-
13.84
Hydraulically testing of M.S pipe lines in sections, under a head of water not less than 60 m. (6 Kg/Cm2 pressure) or above as per specific requirement by filling the main with supply of water including supply of all specials and equipment like pump sets, gauges, end/ caps black flange etc. all complete as per specification and direction of the Engineer-In-Charge (after sucessful completion of test, removal of aucillary special equipment, plugging arrangement,thrust block and disposal of water shall be made at no extra cost)
-
-
-
a) 450
-
-
22
b) 500
-
-
24
c) 600
-
-
-
d) 700
-
-
33
e) 750
-
-
36
Coating of ‘Epoxy’ Resin with araldite GY 257and hardener HY 840/850 as recommended proportion for use on concrete, metal and wood surface to protect from corrosion as well as damage from chemical reaction.
-
-
293
All Types of D.I Ductile Iron (D.I) specials (viz. Bend, Tee, Taper, Tail piece etc), size conforming to relevant current IS specification With Cement mortar lining (inside) and bituminous coating (outside) including loading, unloading and carriage (25% of payment will be held up till successful hydraulic testing) PHED Schedule'2018
-
-
-
a) all socketed Tee
-
-
-
250x250x250
-
-
6090
300x300x300
-
-
8250
350x350x350
-
-
11900
400x400x400
-
-
14300
450x450x450
-
-
17600
500x500x500
-
-
22600
600x600x600
-
-
-
700x700x700
-
-
54896
750x750x750
-
-
75000
b) double socketed bend
-
-
-
90 degree bend
-
-
-
250mm dia
-
-
5000
300mm dia
-
-
7124
350mm dia
-
-
9900
400mm dia
-
-
12100
450mm dia
-
-
16500
500mm dia
-
-
19800
600mm dia
-
-
-
700mm dia
-
-
46900
750mm dia
-
-
56500
45 degree bend
-
-
-
250mm dia
-
-
2200
300mm dia
-
-
2090
350mm dia
-
-
7420
400mm dia
-
-
8860
450mm dia
-
-
11440
500mm dia
-
-
17500
600mm dia
-
-
-
700mm dia
-
-
33000
750mm dia
-
-
38600
22.5 degree bend
-
-
-
250mm dia
-
-
3080
300mm dia
-
-
4450
350mm dia
-
-
5500
400mm dia
-
-
6820
450mm dia
-
-
8800
500mm dia
-
-
11220
600mm dia
-
-
-
700mm dia
-
-
24600
750mm dia
-
-
29000
11.25 degree bend
-
-
-
250mm dia
-
-
2860
300mm dia
-
-
3900
350mm dia
-
-
4600
400mm dia
-
-
6050
450mm dia
-
-
8260
500mm dia
-
-
9900
600mm dia
-
-
-
700mm dia
-
-
20400
750mm dia
-
-
24000
c) Tail piece
-
-
-
250mm dia
-
-
3090
300mm dia
-
-
4100
350mm dia
-
-
6199
400mm dia
-
-
7538
450mm dia
-
-
9000
500mm dia
-
-
10620
600mm dia
-
-
-
700mm dia
-
-
19310
750mm dia
-
-
23500
d) Double socket Reducer
-
-
-
300 x 200
-
-
4290
350 x 200
-
-
5500
350 x 250
-
-
5090
400 x 200
-
-
7480
400 x 300
-
-
6490
450 x 400
-
-
7150
450 x 300
-
-
6140
500 x 350
-
-
9900
500 x 450
-
-
9350
700 x 500
-
-
24960
750 x 700
-
-
26050
SBR gasket suitable for jointing C.I./D.I. pressure pipes, conforming to I.S. 5382:1985
PHED Schedule'2018
-
-
-
b)250 mm dia
-
-
65
c)300 mm dia
-
-
85
d)350 mm dia
-
-
98
e)400 mm dia
-
-
135
f)450 mm dia
-
-
215
g)500 mm dia
-
-
405
h)600 mm dia
-
-
-
i)700 mm dia
-
-
580
j)750 mm dia
-
-
690
Supply of Cast Iron Air Valve as per IS :14845 PN1.0 Kinetic type with isolated Sluice valve. AISI 410 spindle : seat tested to 10kg/cm² and body tested to 15kg/cm² flanges Flat Faced and drilled to IS 1538 : 1993.
(Analysed Rate)
-
-
-
100 mm dia.
-
-
19300
150 mm dia.
-
-
-
Supplying and delivery at site (Godown / work site) of 100mm dia D.I resilient seated (Soft sealing) Gate Valve (Sluice valve) / Butterfly valve of PN 10 with body, bonnet & wedge of ductile cast iron of grade GGG40/SG400/12 or equivalent grade as per IS: 3896 as per part-II-1985 and seals of NBR, Brass Bonnet Nut/Bonnet Bush consisting of 2 NBRO-ring, stern of stainless steel AISI 410/420, the valve face to face dimension as per 5163:1989/IS 14846:2000/DIN 3352 F4 and flange drilling as per IS 1538 and epoxy Coating both inside and outside with pocket less body passage
A) Gate Valve Sluice Valve
-
-
-
b)250 mm dia
-
-
22000
c)300 mm dia
-
-
30900
d)350 mm dia
-
-
49000
e)400 mm dia
-
-
71000
f)450 mm dia
-
-
85000
g)500 mm dia
-
-
115000
h)600 mm dia
-
-
-
i)700 mm dia
-
-
-
j)750 mm dia
-
-
-
M.S. black pipe as per IS;3589 in 4.7 M length
-
-
-
a) 250 mm dia ,8mm thick
-
-
3392
b) 300 mm dia ,8mm thick
-
-
4035
c)) 350 mm dia ,8mm thick
-
-
4415
d) 400 mm dia ,8mm thick
-
-
5056
Loading into truck at the lifting point ,unloading at destination & stacking properly in godown or yard etc. as dircted (including carriage by head load upto 30 meters at each of the two points .The rate covers all the above operatons ,actual transsport to be p[aid for separately under appropriate items.
-
-
-
C.I./D.I. /ERW Pipes & specials :
-
-
-
i)From 500 mm to 700 mm diametre
-
-
101
ii)From 250 mm to 500 mm diametre
-
-
88
Carriage C.I. /D.I. /ERW pipes & specials
-
-
-
a) Distence carried up to 6km
-
-
69
b)Extra over the rate of 6 km . Carrige for every additonal 1 km. (or part there of ) carrige beyond the initial 6 km & upto 20 km.
-
-
10
Supplying including cost of installation of Cost iron mechanical compression for connecting two plain ends of C.I./D.I. pipes
-
-
-
Diametre in MM
-
-
-
f)250
-
-
2583
g) 300
-
-
3338
h) 350
-
-
4280
i)400
-
-
6415
j)450
-
-
7368
k) 500
-
-
10189
l)600
-
-
-
m) 700
-
-
16654
n)750
-
-
-
Supplying and fabricating 20 mm to 32mm thick (finished thickness) M.S flange, properly ribbed. One face machined, including drilling holes as per standard table, fitting and fixing the same with M.S. pipe by electric arc welding as per relevant I.S. specification using standard electrodes and direction of the Engineer-in-Charge. [The Engineer-in-Charge shall approve the electrodes for arc welding before use]
-
-
-
a) 450
-
-
4225
b) 500
-
-
4724
c) 600
-
-
-
d) 700
-
-
7148
e) 750
-
-
-
f) 800
-
-
-
Dismantling all types of masonry excepting cement concrete plain of reinforced. Stacking serviceable materials at site and removing rubbish as directed with in lead of 75 m.
-
-
-
i) In ground floor including roof.
Item No. 1(a), Page-10, PWD (Building-2017)
-
-
447
Dismantaling R.C.Floor,roof,beams etc.including cutting rods and removing rubbish as directed within a lead of 75 m including stacking of steel bars.
-
-
-
a. In ground floor including roof. Item No. 3(a), Page-10, PWD (Building-2017)
-
-
1956
Dismantling all type of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed with in a lead of 75 m
-
-
-
36.1) In ground floor including roof. a) up to 150 mm. thick
Item No. 2(a), Page-10, PWD (Building-2017)
-
-
939
Removal of rubbish, earth etc. From the working site and disposal of the same beyond the compound, in conformity with the Municipal/ Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer-In-Charge. Item No. 13, Page-12, P.W.D (Building-2017)
-
-
166
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.
-
-
-
a)1:3:6 proportion
-
-
4778
Controlled Cement concrete with well graded stone chips (20mm 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]
(b) M 25 Grade
-
-
-
a) Pakur Variety.
-
-
6278.97
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 & columns, lintels curved or straight including fitting fixing and striking out after completion of works (upto roof of ground floor).
-
-
-
a) 25 mm to 30 mm. thick wooden shuttering as per decision & direction of Engineer-in-Charge. Item No. 36, Page-42, P.W.D (Building-2017) ,
-
-
334
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, basement and upto roof of ground floor/upto 4 m
-
-
-
(i) Tor steel/Mild Steel SAIL/TATA/RINL Item no. 15, Page--28, 2nd corrigendum, PWD Building-2017
-
-
71269
Brick work with 1st class brick in cement mortar (1:4)
-
-
-
a) In foundation & plinth
Item no. 8, Page-15, 3rd corrigendum, PWD Building-2017
-
-
5560
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.
Item no. 3(a), Page-1, PWD Building-2017
-
-
7754
Cleaning thoroughly the inner surface of pipe line including specials & valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 10mg/ lit after 24 hrs of such filling including laboratory testing of water sample obtained from disinfected pipe line and disposal of water from disinfected pipe line and disposal of water from the ppe line after completion of the work. The rate is including of cost of requisite water to be arranged by the contractor and the cost of bleaching powder
PHED Schedule'2018
-
-
-
b)250 mm dia
-
-
3.39
c)300 mm dia
-
-
4.7
d)350 mm dia
-
-
6.25
e)400 mm dia
-
-
8.04
f)450 mm dia
-
-
10.06
g)500 mm dia
-
-
12.32
h)600 mm dia
-
-
-
i)700 mm dia
-
-
23.75
j)750 mm dia
-
-
27.32
Supplying, fitting and fixing air valve cover box (Using 24 mm thick MS Plate) according to necessary site measurement as per direction of EIC (80 mm dia to 200mm dia)
(Analysed Rate)
-
-
6752
Pumping out water
(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final level on consideration being made for any water
that may have been added through percolation or otherwise)
Item No. 8, Page-4, PWD Building'2017
-
-
1044
Construction of Valve Chamber as per approved
PHED Schedule'2018
-
-
-
b)250 mm dia
-
-
19525
c)300 mm dia
-
-
21929
d)350 mm dia
-
-
21991
e)400 mm dia
-
-
22369
f)450 mm dia
-
-
22369
g)500 mm dia
-
-
23123
h)600 mm dia
-
-
-
i)700 mm dia
-
-
-
j)750 mm dia
-
-
-
Box cutting or filling in Road Embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with Power Roller to proper camber and grade as per direction and satisfaction of Engineer-in-Charge including uprooting and removing plants and jungles when and where necessary.
-
-
-
i) depth upto 150mm
-
-
14.4
ii)Depth above 150 mm and upto 300 mm
-
-
19
Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
-
-
-
((i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum
screening :
-
-
1980.56
Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method withRotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting,
guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).
-
-
2650.78
Providing and applying primer coat with CationicBitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of roadsurface and spraying primer using Mechanicalmeans 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)
(Analysed Rate)
-
-
29.49
Providing and applying tack coat using Cationic bituminous emulsion of approved grade conforming to IS : 8887-1978, over prepared surface including cleaning of surface with mechanical broom, moistening the surface, applying tack coat including cost and carriage of emulsion, hire charges of machineries and labour, cost of fuel and lubricants all complete as per specification and direction of the Engineer-in-charge.
-
-
-
(a) On Bituminous surface @ 0.20-0.30 kg per 1 m2 :
-
-
11.18
(b) On Granular surface @ 0.25-0.30 kg per 1 m2 :
(Analysed Rate)
-
-
11.18
Laying Bituminous Macadam of specified grade using Hot Mix Plant (HMP) and using approved aggregates conforming to specified grading and bitumen over prepared surface, including carrying the hot premixed materials by means of tipper truck, spreading, the mixed material at specified laying temperature over the prepared surface by means of a suitable paver finisher, tamping and finishing the mix to specified grade, line and camber, thorough rolling with suitable power rollers for break down, inter-mediate and finished rolling as per specification, hand packing and pinning to give an even surface including cost and carriage of stone materials & bitumen, and hire charges of HMP and all other machines and equipments, cost of fuels and lubricants and wages of operational staff, quality control as per IRC Specification all complete excluding cost of applying tack coat, asper specification for Road & Bridge Works of MoRT &H (5th. Revision)
-
-
-
B. For Grading II (19 mm nominal size, 50-75 mm thick.)
-
-
5970.46
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.
( Analysed Rate)
-
-
145.41
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.)( Analysed Rate)
-
-
39.07
Ordinary Cement concrete (mix 1:2:4) 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
(Analysed Rate)
-
-
5367.28
Conducting route survey on command area map along the road, fixing up alignment, taking levels by engaging qualified surveyors and hiring of modern instruments viz. GPS, Total Station, DGPS, Auto levels etc. as necessary and preparation of drawing in Auto CAD or in similar software showing the alignment of road, route of rising main, location of Head works & other Tubewell sites, important landmarks in both sides of the roads, habitation and submission of drawing (Hard copy) as well as soft copy in (CD or DVD)
-
-
6000
Providing Bored Cast-in-situ M25 grade R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2).
-
-
-
iii) 500mm dia. pile
-
-
2967.94
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 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. Payment to be made on the basis of calculated weight of structural tubular memebrs 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 or 7% of weight for finished structural members weighing not 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 EIC. The rates are considered for a height 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.
The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc.
-
-
59119
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) 32 mm dia:
-
-
-
(A) 750 mm long
-
-
420
Drilling holes of requisite diameter in R.S. joists channels, tees. Plates etc.
-
-
-
(I) Dia.above 12mm and depth upto 10 mm.
-
-
15
Welding in M.S. structural work with gas or electric:
-
-
-
(a) Tack weld
-
-
9
(b) Continuous weld.
-
-
9
Labour for hoisting and placing in proper position (up to 1st floor level) departmental R.S. joists, channels, angles. Tees, plates etc. including fitting and fixing same with bolts and nuts, if necessary (but excluding cost of such bolts and nuts)
-
-
412
M.S. Black pipes as per IS: 1239(Part -I )
-
-
-
Heavy grade
-
-
-
i) 100 mm dia
-
-
1009
MS flange (slipper type)
-
-
-
AS per IS-6392 Table 17 thickness -20 mm to 22 mm
-
-
-
a) 100 mm dia
-
-
286
g)250 mm size
-
-
936
h)300 mm size
-
-
1560
i)350 mm size
-
-
2080
j)400 mm size
-
-
2600
M.S. Blank flange
-
-
-
AS per IS-6392 Table 20 for 50 mm to 150 mm size & above as per IS - 6329 Table -14 ) thickness 20 mm -22 mm
-
-
-
a) 100 mm dia
-
-
1098
Drum Sheet Walling 1.40m (av.) high on Sal-bullah / Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per direction.
-
-
-
(i) Using Eucalyptus bullah
-
-
1244
Supplying empty Cement bags in good condition.
-
-
300
Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.
-
-
300
Add GST12%
-
-
9143015
Add cess 1%
-
-
853348
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