Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date1 Dec 2023
Closing DateCancelled
Tender Amount₹ 66,19,57,059
Costs
EMD
₹ 50,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Et/04/se/gta Circle /phe Dte Of 2023-24 (2nd Call) (sl. No. 01)
Description
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Contact
Tender Id
2023_PHED_612600_1Tender No
eT/04/SE/GTA CIRCLE /PHE DTE OF 2023-24 (2nd call)Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
Labour charges for bouIder pitching on top and slope by placing required boulders (each weighing 25 Kg. and above within lead of 100 metres and all lifts) including filling the interstices with fragments as
required, preparing sub-grade by cutting or filling the earth on slope upto 7.5 cm. depth, watering and ramming where necessary complete as per direction of the Engineer-in-charge.
a) Over Jhama Khoa / metal filter/ Geo-textile filter.
285
142785
501
Cost of stone / laterite boulder at quarry site including Royalty (Royalty certificate in original from competent authority are to be submitted along with the bill, otherwise amount due towards Royalty of stone / laterite boulder will be deducted from the bills of works) .
b) Pakur source (Each weighing 25 kg & above) Following rates of royalty are to be considered till further modification of prevailing rates by the Department of I dustry, Commerce & Enterprises, Govt. of West Bengal for Pachamil sourced stone boulder and laterite boulderand by the Department of Mines & Geology,Government of Jharkhand for stone boulder of Pakur variety
b) Pakur source
285
255588
896.8
Caulking joints of laterite / stone boulder or Brick pitching with cement mortar 1:4 and flush pointing as per direction of the Engineer-in-charge.
(a) Stone / laterite boulder pitching.
130
19656
151.2
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) (N.B variety stone metal)
167.9
1002564
5971.2
Controlled Cement concrete with well graded stone chips (20 mm graded 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
(ii ) N.B. Variety (Stone Metal)
796.9
6356313
7976.3
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
Other than SAIL/TATA/RINL
29.4
3099750
105433.7
Hire and labour charges for shuttering with centering & necessary Stagging upto 4m. using stout props and thick hard wood planks of approved thickness with required pracing for concrete slabs, beams, columns, lintels, curved or streaight including fitting, fixing and staiking out after completion of works. 25 mm to 30 mm shuttering without Stagging
1347.8
338028
250.8
(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.
428.9
192490
448.8
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/Stagging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
b) With 1:4 cement mortar (15 mm thick)
376.3
77705
206.5
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 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. For Trash Rack
5.8
519014
89485.2
Supplying fitting & fixing Mild Steel base plate of required size with
necessary drilled holes of required dia. and number for fixing with
the top runner and one number hole at the center of required dia.
for screw rod duly threaded with necessary grooving for easy roller
grip arrangement by 13 mm dia. high carbon steel balls in both Gun
Metal or other bushes & base plate etc & providing with required
bolts and nuts (Mild Steel) 16 mm dia & 100 mm long and one
suitable screw as key, complete including painting with two coat of
red lead Primer. (For Trash Rack)
1947.8
217374
111.6
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)
15
190872
12724.8
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
273.8
10760
39.3
Supplying, fitting, fixing Mild Steel draw shutter with Mild Steel
plate of thickness as specified by the Engineer-in-charge and other
necessary Mild Steel sections for sluice including fabricating the
same (as per drawing and instruction given by the Engineer in-charge) excluding cost of Mild Steel guide channel, sill beam,
gearing arrangement etc. but including painting with two coats of
anticorrosive bituminous paint of approved make & brand over two
coat of red lead primer and with necessary masonry work with all
materials supply etc. complete at site
900
82080
91.2
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
348
26970
77.5
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
74.7
70994
950.4
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
38
4446
117
Dewatering by pumps including all leads, lifts and making all arrangements of disposal, where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage, breakage and making wet connections. [Note : - In case of any other situation demanding such emergency dewatering. Use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied
in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor]
10800
427680
39.6
Supplying Sal-bullah piles at work site, including dressing and making one end pointed.
(v) 200mm diameter
(2X(55+55+5+5)/0.2)=1200 Mtr.
650
250900
386
Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.
(v) 200mm diameter
650
77350
119
Joining Sal-bullah / Eucalyptus bullah pile of 20 cm. to 30 cm. diameter with half lap joints (lap length at least 90 cm long) with 3 nos. of collars made of 50 mm. x 6 mm. M.S. Flat, clamps, bolts and nuts and washers as per approved drawing and design. 1200x50/100=600
325
174850
538
Taking out Sal-bullah / Eucalyptus piles from river bed or from elsewhere including carrying stacking materials in the nearest stack yard.
(b) Above 17.5 cm. and up to 25 cm. diameter
650
9165
14.1
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 75 cm 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.
(ii) Using Sal-bullah
(2X2x(55+55+5+5)=480 Mtr.
280
439320
1569
Coal tarring on wooden surfaces including cost of materials
(a) Double coat. (480x7.5=3600 sqm)
2100
79800
38
Supplying empty Cement bags in good condition. (for constructing coffer dam in river basin / dam storages) 50*2*2.5)/(0.762*0.508*0.104=6210 Nos.
3726
12295
3.3
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.
3726
13041
3.5
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. (B) Do - by fine sand
225
397057
1764.7
Cost For River Bank Protection of Length 200 M. Under
Block : Pulbazar District : Darjeeling
-
-
-
Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants upto 30 cm. girth including removing as directed by Engineer-in-Charge.
3109
15545
5
Controlled Cement concrete with well graded stone chips (20 mm graded 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 (ii ) N.B. Variety (Stone Metal)
957.3
7635711
7976.3
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) River Bazre
372
2286870
6147.5
cast in citu cement concrete blocks or lining units as per designed siz and specification , with well graded stone metal aggregate, laid in position by casting in alternative panels or otherwise to keep a gap of 12 mm between the adjacent unit,... stone aggregate (Pakur, North Bengal or Rajmahal varities) b) Nominal mixed 1:2:4 with 20 mm down coarse aggregate.
364
1740648
4782
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 interection, 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. SAIL/ TATA/RINL
90.9
9583923
105433.7
Hire and labour charges for shuttering with centering and necessary Stagging 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)(a) 25 mm to 30 mm thick wooden shuttering as per with Stagging decision & direction of Engineer-In-Charge.
1396
559516
400.8
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.
660
78738
119.3
Earthwork in excavation in all kinds of soil for making embankments,repairs to the embankment,closing breaches etc.as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land, including loading, transporting, unloading and stacking with all lifts both ways and head load where necessary and depositing the same on embankments,clannels,filling depressions in requisite profile,levelling as per direction of the Engineer-in-charge with in a lead of,NB :- Measurement to be taken on the basis of stack measurement / pre-post work section measurement after deduction of void as per norms. No extra payment will be made for stacking.E) Beyond 4.00 km and upto 5.00 km
2860
720720
252
Earthwork in excavation in the canals / drainage channels / borrow pits /River bed / slope of bank as noted below as per designed section &
throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc.complete as per direction of the Engineer-in-charge.
(a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.
208.8
25264
121
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
220
8646
39.3
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/Stagging where necessary (Ground floor).[Excluding cost of chipping over concrete surface].(ii) With 1:4 cement mortar.(b) 15 mm thick plaster.
300
61950
206.5
Labour charges for laying boulder/ shingles in apron or within wire netting of sausage for slope pitching including carriage upto 30 metre and all lifts & dressing the exposed faces etc. complete as per direction of the Engineer-in-charge.
I) Labour charges for laying boulder/ shingles in apron
1850
434750
235
Cost of stone / laterite boulder at quarry site including Royalty (Royalty certificate in original from competent authority are to be submitted along with the bill, otherwise amount due towards Royalty of stone / laterite boulder will be deducted from the bills of works) .
b) Pakur source (Each weighing 25 kg & above) Following rates of royalty are to be considered till further modification of prevailing rates by the Department of I dustry, Commerce & Enterprises, Govt. of West Bengal for Pachamil sourced stone boulder and laterite boulderand by the Department of Mines & Geology,Government of Jharkhand for stone boulder of Pakur variety
b) Pakur source
1850
1659080
896.8
Supply of G.I wire netting of different mesh and made with different SWG G I wire at site as per direction of the Engineer-in-charge. c)Mesh size 125 mm x 125 mm with 8 SWG wire
1663
257432
154.8
Making cubical bamboo porcupine cages with bamboo of 60 mm to 75mm dia. having length of 1.8 metre each ……………For cages of size 60cm X 60cm X 60cm with boulders.
(a) Single cage.
1250
3283750
2627
Cost for Construction of RCC Channel 200 X 200 mm inner section of length 1000 m. Under Block : Pulbazar District : Darjeeling
-
-
-
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 1500 mm
720
85896
119.3
Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary).
(Payment to be made on area cleared)
1200
13200
11
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)
i) With earth obtained from excavation of foundation.
240
18600
77.5
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)
Do - by fine sand
135
238234
1764.7
Cement concrete with graded stone ballast (40 mm size excluding shuttering) a) 1:3:6 proportion in ground floor & foundation.
(N.B variety stone metal)
90
537408
5971.2
Hire and labour charges for shuttering with centering and necessary Stagging 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) without stagging.
4000
1003200
250.8
Controlled Cement concrete with well graded stone chips (20 mm graded 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 (ii ) N.B. Variety (Stone Metal)
200
1595260
7976.3
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.
Category B: other than SAIL/TATA/RINL
(a) For works in foundation and upto roof of ground floor/upto 4 m
24
2530408
105433.7
Plaster (to wall, floor, ceiling etc)with sand & cement mortar includg rounding off or chamfering corners as directed a ramming out joints or roughening of concrete surface by chamfering etc. including threading noising and drip course where necessary.(Ground Floor)
b) 15 mm thick plaster (1:4)
600
123900
206.5
Neat cement punning about 1.5mm thick in wall, dado, window, ceiling, floor, drain etc.
600
23580
39.3
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
480
79680
166
Construction of 3M Wide R.C.C Approach Road
1000
5990000
5990
Cost for Construction of 3m Wide R.C.C Approach Road of length 2 Km. From Intake Source to main Road
Block : Pulbazar District : Darjeeling
-
-
-
Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding latarite and sand stone) but including removing spreading or stack- ing the spoils within in a lead of 75m. As directed and including trimming the of trenches, leveling dressing and rammingsides the bottom, bailing out water etc. as required complete. a)Depth of excavation not exceeding 1500 mm
2700
322110
119.3
Filling in foundation or plinth & plinth protection works by silver sand in layers not exceeding 150mm as directed and consolidating same by through 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
900
1588230
1764.7
Single Brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filling joints with powered earth or local sand.
6000
3182400
530.4
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. River Bazre.
900
5532750
6147.5
Brick work with 1st class brick in Cement Morter. (1:6)
a) In foundation and plinth .
150
1159665
7731.1
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) With earth obtained from excavation of foundation.
for Approach road
585.2
45353
77.5
Hire and labour charges for shuttering with centering and necessary Stagging 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)
(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht.shall be allowed under 12 (e) for every 4 m or part thereof)
a) 25 mm to 30 mm thick wooden shuttering without stagging as per decision & direction of Engineer-in-charge.
600
150480
250.8
Cost for Construction of Screen Chamber of size 10 m X 9 m inner section Under
Block : Pulbazar District : Darjeeling
-
-
-
Earth work execavation of foundation trnches in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removingspreading or stacking the spoils within a lead of 75mtr as directed and including rimming the sides of trenche bottom bailing out pumping out, water etc as required complete.
a) Depth of excavation not exceeding 1500mm, shoring not required.
119.7
14280
119.3
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)
Do - by fine sand
56
98823
1764.7
Cement concrete with graded stone ballast (40 mm size excluding shuttering) a) 1:3:6 proportion in ground floor & foundation.
(N.B variety stone metal)
18.8
112258
5971.2
Controlled Cement concrete with well graded stone chips (20 mm graded 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 (ii ) N.B. Variety (Stone Metal) Raft (38)
Tank Wall(17.1)
RCC Slab(3.62)
45
358933
7976.3
Hire and labour charges for shuttering with centering and necessary Stagging 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). (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof)
(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.
Raft (11.6)
Tank Wall(232)
RCC Slab(421.58)
RCC Slab Side(9.12)
373.3
167537
448.8
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.
Category B: other than SAIL/TATA/RINL @120 kg per cum of RCC
5.4
569341
105433.7
Labour for Chipping of concrete surface before taking up Plastering work.
247.7
5201
21
Plaster (to wall, floor, ceiling etc)with sand & cement mortar includg rounding off or chamfering corners as directed a ramming out joints or roughening of concrete surface by chamfering etc. including threading noising and drip course where necessary.(Ground Floor)
b) 15 mm thick plaster (1:4)
Raft(190)
tank wall inside both side(116)
Outside wall Both sides(116)
Inside wall Both sides top portion(8.7)
247.7
51150
206.5
Neat cement punning about 1.5mm thick in wall, dado, window, ceiling, floor, drain etc. Raft(190)
Tank Wall Inside Both Side(116)
166
6523
39.3
Supply and Delivery of 183 mm ID/196 mm OD MSERW fin cut pipe
19
33516
1764
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 weighing above 16 Kg./sq.mtr and above
1147.7
141626
123.4
Construction of RCC Desilting Tank with provision of Wash out, including plaster, artifical flooring and neat cement punning. Under
Block : Pulbazar District : Darjeeling
-
-
-
Earth work execavation of foundation trnches in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removingspreading or stacking the spoils within a lead of 75mtr as directed and including rimming the sides of trenche bottom bailing out pumping out, water etc as required complete.
a) Depth of excavation not exceeding 1500mm, shoring not required.
334.6
39917
119.3
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. b)Depth of excavation from 1500 mm to 3000 mm
334.6
64377
192.4
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)
Do - by fine sand
246.5
434998
1764.7
Cement concrete with graded stone ballast (40 mm size excluding shuttering) a) 1:3:6 proportion in ground floor & foundation.
(A)(N.B variety stone metal)
153.1
914190
5971.2
Controlled Cement concrete with well graded stone chips (20 mm graded 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 (ii ) N.B. Variety (Stone Metal)
269.6
2150410
7976.3
Hire and labour charges for shuttering with centering and necessary Stagging 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). (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof)
(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work..
782.9
351365
448.8
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.
Category B: other than SAIL/TATA/RINL @120 kg per cum of RCC
32.4
3416051
105433.7
Labour for Chipping of concrete surface before taking up Plastering work.
624.3
13110
21
Plaster (to wall, floor, ceiling etc)with sand & cement mortar includg rounding off or chamfering corners as directed a ramming out joints or roughening of concrete surface by chamfering etc. including threading noising and drip course where necessary.(Ground Floor) b) 15 mm thick plaster (1:4)
624.3
128917
206.5
Neat cement punning about 1.5mm thick in wall, dado, window, ceiling, floor, drain etc.
199.9
7856
39.3
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application
of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).
Using grey cement i) 25 mm thick.
37.2
12621
339.3
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)
124
1577875
12724.8
Supply and Delivery of 183 mm ID/196 mm OD MSERW fin cut pipe
45
79380
1764
Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm. thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per ;direction of the EIC
2
2560
1280.4
Cost for Construction of sedimentation tank of size 10 m X 9 m inner section Under
Block : Pulbazar District : Darjeeling
-
-
-
Earth work execavation of foundation trnches in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removingspreading or stacking the spoils within a lead of 75mtr as directed and including rimming the sides of trenche bottom bailing out pumping out, water etc as required complete.
a) Depth of excavation not exceeding 1500mm, shoring not required.
119.7
14280
119.3
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)
Do - by fine sand
71.5
126176
1764.7
Cement concrete with graded stone ballast (40 mm size excluding shuttering) a) 1:3:6 proportion in ground floor & foundation.
(A)(N.B variety stone metal)
18.8
112258
5971.2
Controlled Cement concrete with well graded stone chips (20 mm graded 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 (ii ) N.B. Variety (Stone Metal)
29.4
234503
7976.3
Hire and labour charges for shuttering with centering and necessary Stagging 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). (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof)
(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.
159.6
71628
448.8
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.
Category B: other than SAIL/TATA/RINL @120 kg per cum of RCC
3.5
369017
105433.7
Labour for Chipping of concrete surface before taking up Plastering work.
247.7
5201
21
Plaster (to wall, floor, ceiling etc)with sand & cement mortar includg rounding off or chamfering corners as directed a ramming out joints or roughening of concrete surface by chamfering etc. including threading noising and drip course where necessary.(Ground Floor) b) 15 mm thick plaster (1:4)
247.7
51150
206.5
Neat cement punning about 1.5mm thick in wall, dado, window, ceiling, floor, drain etc.
166
6523
39.3
Supply and Delivery of 183 mm ID/196 mm OD MSERW fin cut pipe
19
33516
1764
Construction of Unconventional WTP Of Capacity 2.5 MLD Including Electro-Mechanical Cost. Under
Block : Pulbazar District : DarjeelingCost For Inlet well (50 CUM)
-
-
-
Cleaning compound premises of shrubs, plants, jungled etc. as per direction of E.I.C.
329.7
3626
11
Earth work execavation of foundation trnches in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removingspreading or stacking the spoils within a lead of 75mtr as directed and including rimming the sides of trenche bottom bailing out pumping out, water etc as required complete.
a) Depth of excavation not exceeding 1500mm, shoring not required.
86.3
10295
119.3
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. b)Depth of excavation from 1500 mm to 3000 mm
17.8
3424
192.4
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)
With earth obtained from excavation of foundation.
34.7
2689
77.5
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhau balla pilling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (this item should be executed on specific direction of the Engineer-in-charge).
a) Depth upto 1.5m.
613.8
236926
386
(A) Filling in foundation or plinth by silver sand in layer not exceeding 150mm as directed and consolidating the same by through saturation with water ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)- By Fine Sand
4.5
7941
1764.7
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (including plinth protection)
58.6
31081
530.4
(Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in gound floor as per relevant IS codes. River Bazree
7.9
48565
6147.5
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per 1:456 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 be less than 300 Kg. of controlled concrete but actual consumption will be determined on the basis of preminary test and job mix foumula. In ground floor and foundation.
[using concrete mixture]
M 25 Grade (Rate Analysis)
(ii ) N.B. Variety (Stone Metal)
19.2
153144
7976.3
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per 1:456 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 be less than 300 Kg. of controlled concrete but actual consumption will be determined on the basis of preminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M 30 Grade (Rate Analysis) (N.B variety stone metal)
22.4
183299
8183
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
TATA/SAIL/RINL
4.5
474451
105433.7
(b)Add extra over the rate of ground floor/initial 4 m for each basement floor and each additional floor below/ above ground floor
0.5
52931
105863.7
(a) Hire and labour charges for shuttering with centering & necessary Stagging upto 4m. using stout props and thick hard wood planks of approved thickness with required pracing for concrete slabs, beams, columns, lintels, curved or streaight including fitting, fixing and staiking out after completion of works. Upto roof of ground floor
(b) 25 mm to 30 mm shuttering without Stagging
99
24829
250.8
c) Steel shuttering or 9 to 12mm thick approved quality ply board shuttering in any concrete work.
160.1
71852
448.8
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement
(ii) 25 mm. thick
65.8
22325
339.3
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). (d) Sal : Local
0.2
17508
87544.8
Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings in ground floor: (a) 35mm thick shutters (single leaf)
5
26004
5200.8
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 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 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.
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.
[Note : for estimate purpose construction wing may consider weight of 2- track Aluminium window @ 5.5 Kg per Sq.M.and 3-track Aluminium window @ 6.5 Kg per Sq.M]
49.6
27260
549.6
Supplying best Indian sheet glass panes set in putty (as per I.S specification) and fitted and fixed with teak wood beads and nails complete. (In all floors for internal wall & upto 6 m height for external
wall)
(ii) 4 mm thick
11.3
11634
1029.6
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/Stagging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
iiI) b)15 mm. th. Plaster ceiling (4:1) cement mortar (In side)
112
23128
206.5
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/Stagging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
iiI) b)15 mm. th. Plaster ceiling (3:1) cement mortar (In side)
42.9
9468
220.7
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/Stagging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
c)10 mm. th. Plaster ceiling (3:1) cement mortar (In side) ceiling
8.9
1512
169.9
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.(inner walls)
40.8
1603
39.3
Labour for Chipping of concrete surface before taking up
Plastering work.
44.6
936
21
Supplying fitting and fixing in position C.I manhole / pit cover with rim.
a) Square.i) 600 X 600mm (50 kg.approx)
1
4654
4654.3
(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. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25%
for each addl. floor above 4th floor)
(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
7
86402
12343.2
Supplying, fitting, Fixing Fly / Mosquito proof nylon net on any type of window, door shutter frame with necessary fixing arrangements complete.
2.2
1993
906
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer’s specification and as per direction of EIC 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.
Two coat
i) Super Protective 100% Acrylic Emulsion.
117.6
13829
117.6
Number plaque of building (plaque size up to 225 mm x 225 mm) made of sand cement plaster (1 : 2) on face of wall or plinth with 50 mm size letters P.W.D and the number of the structure formed thereon (in sunk type) including painting the letters and the number complete as per direction. (Cement - 1 kg/No.)
56
8534
152.4
Applying exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to received decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer’s specification and as per direction of the EIC.
Two coat
117.6
6491
55.2
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothing surface by sand pepering etc.
8.1
369
45.6
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothing surface by sand pepering etc.
9
324
36
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.Two coats (with any shade except white)
9
885
98.4
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 steel or metal surface.Two coats (with any shade except white)
8.1
777
96
Supply and delevery at of DI , Class- K9 pipe (Cement lined) of approved quality as per direction of EIC
i)Intlet Pipe [ 300 mm dia DI(K9) pipe]
20
117288
5864.4
ii) Outlet Pipe [ 300 mm dia DI(K9) pipe]
15
87966
5864.4
iii) Overflow Pipe [ 300 mm dia DI(K9) pipe]
15
87966
5864.4
iv) Washout Pipe [ 150mm dia DI(K9) pipe]
15
38898
2593.2
Making flange joint to CIDF pipe, specials, valves etc.with supply of necessary nuts and bolts,rubber insertion of 6kg/m2 (3mm gauge) and materials required including dewatering if any toolsand plants, labour cost etc. as per specification and direction of EIC (Nut and bolts shall be ofTATA/GKW make) for :-
i)Intlet Pipe [ 300 mm dia DI(K9) pipe]
20
20376
1018.8
ii) Outlet Pipe [ 300 mm dia DI(K9) pipe]
15
15282
1018.8
iii) Overflow Pipe [ 300 mm dia DI(K9) pipe]
15
15282
1018.8
iv) Washout Pipe [ 150mm dia DI(K9) pipe]
15
7758
517.2
Hoisting,fitting,fixing of C.I. bell mouth with puddle collar in RCC work as per drawing
specification and direction of EIC all complete.
i)Intlet Pipe [ 300 mm dia DI(K9) pipe]
20
3624
181.2
ii) Outlet Pipe [ 300 mm dia DI(K9) pipe]
15
2718
181.2
iii) Overflow Pipe [ 300 mm dia DI(K9) pipe]
15
2718
181.2
iv) Washout Pipe [ 150mm dia DI(K9) pipe]
15
1350
90
Hoisting, erection ,placing connecting with pipes and specials CIDFpipes,specials) securing with building specials providing stays, clamps as required including cost of Stagging platform for the work etc.all complete in all respects as per drawing and direction of EIC.
i)Intlet Pipe [ 300 mm dia DI(K9) pipe]
20
3648
182.4
ii) Outlet Pipe [ 300 mm dia DI(K9) pipe]
15
2736
182.4
iii) Overflow Pipe [ 300 mm dia DI(K9) pipe]
15
2736
182.4
iv) Washout Pipe [ 150mm dia DI(K9) pipe]
15
1638
109.2
Supply the following materials for connection of inlet, outlet, overflow, washout of GLR as per deptt. Drawings.
(A) CIDF pipe Class-B as per I.S. 7181-1986 with latest revision.
1500
113400
75.6
N.B: For OHR use CIDF class B pipe for inlet, outlet, overflow and washout.
(B) CIDF Duck foot bend as per I.S. 1538 1976 with latest revision.
72
5270
73.2
(C) CIDF Bell mouth pes. with puddle collar as per ISI 1538-1976 with latest revision
20
1464
73.2
(D) C.I.D.F 90˚ Bend as per I.S.1538 (Part-XXI)-1976 with latest amended
30
2196
73.2
Horn gap lighting arrestors complete parts and pin insulators supplying, fitting and fixing all compiete as per direction of EIC.
1
3286
3286.8
(A)Earthing with 50mm dia. G.I. pipe 3.64mm thickx 3mtr.(10'-0'') long and1:1x4SWG G.I.(Hot dip)wire 4mtr. Long 13mm dia.x80mm long G.I. bolts, double nuts,washer including S&F 15 nmm dia. G.I. pipe protection (1mtr.long) to be filled with bitumen partly below ground level to an ava. depth of 3.65m below G.L. and restoring the surface duly rammed as per IEE rule. (ii) for Moorum soil b) by TATa Medium G.I.Pipe
1
2353
2353.2
(C) Connecting the equipments to earth Bushbar including S&F G.I.( Hot Dip) wire of size as below on wall /floor with stables buried inside wall/floor as required and making connection to equipments with bolts,nuts,washer, cable lugs etc. as required and mending good damages as per IEE rule. i) N0 .8 SWG
10
120
12
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
76.4
12682
166
Making arrangement for water tightness test conforming to the provision laid in IS:3370(Pt-I) 1956 by filling with water upto top water level (TWL) as shown in the drawing and as per
direction of EIC. . (if water is supplied by the Department rate shall be reduced as per prevailing departmental rate).
50
5700
114
Disinfection and washing the tank and pipe connection including clearing the inside of the tank etc. complete as per direction of EIC.
1
5701
5701.2
Commissioning the R.C.C. reservoir by opening of all category of sluice valves, testing of hoisted pipe ,joints including repairing the leakages if detected, including making inter connections , flange jointing / lead jointing with the newly laid rising main and distribution main all complete as per direction of EIC.
1
7200
7200
Cost For Parshall flume Under
Block : Pulbazar District : Darjeeling
-
-
-
Clearing compound premises of shurbs, plants, jungles etc.
by cutting and removing as directed (Specific permission of
Engineer-in-Charge prior to execution will be necessary).
(Payment to be made on area cleared)
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.
100
1100
11
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.
For Ordinary Soil
a) Depth of excavation not exceeding 1,500 mm.
44.1
5261
119.3
(b) Cutting with chisel
102.9
17986
174.8
Providing amd laying P.C.C or R.C.C M-15 with nominal mix mix of (1:3:6) in various component of dam foundation with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as reinforcement ,its cutting , bending , binding and placing but including necessary tools and plants and vibrating , curing royalty complete job as specification and direction of E/I.
In ground floor (N.B variety stone metal)
(a) 1:3:6 proportion
5.6
33438
5971.2
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 (ii ) N.B. Variety (Stone Metal)
26.8
219304
8183
Hire and labour charges for shuttering with centering and necessary Stagging 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)
c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering
in any concrete work
111.1
49861
448.8
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
4
421734
105433.7
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)
1970.2
152690
77.5
Colour washing with any shade with Stainers, as required including
cleaning and smoothening surface thoroughly : (b) Two coats (on new works only).
(i) Other than yellow, pink.
65.6
1640
25
Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in water tank etc. (No Departmental Cement is required)
24.7
7824
316.8
Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm.thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per direction of the EIC.
5
6402
1280.4
Supplying, fitting, fixing 900 mm high G.I. pipe railing for R.C.C stair cat ladder walk way fabrication,erection,welding of 40 mm G.I (NON TATA medium) pipe place at top of railing and 2 nos 25 mm dia. G.I pipe (NON TATA medium) placed equally in between railing top & floor, vertical post of railling are 40 mm dia. G.I pipe (NON TATA medium) placed at 900 mm c/c . The each end of the vertical post is join by the 62 mm (25 mm X 6 mm X 0.062 m long) MS flat and 150 mm length (propes pipes) are grouted in concrete base of stair, walk way etc. All complete with supplying of all materials including hoisting up to the any height complete with 2 coats of painting with super gloss (Hi gloss) in any shade except white and black over a coat of primer complete as per direction of E.I.C. Analysis of rate enclosed in seperate sheets. ( Analysis Rate
14
30307
2164.8
Supplying at site filling ,fixing ,erecting and building in position where necessary 600mm.wide M.S. Cat ladder as per design consisting of 2nos.ISMC 150, 8mm.thick with necessary base plate of 8mm.thick 100mm.wide M.S. plate as steep @ 300mm.a/c supported on ISA 50x50x6 ,
ISA 60x60x8mm.thick both side as per requirement.900mm.ht. as post on one side/both side @ 1000 and ISA 45x45x6 as horiz. Runner to cover side railing including fabrication, welding ,drilling etc.as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of primer etc. all complete as per direction of EIC. for cat ladder, railing of stair & platform, walkway etc.
134
12703
94.8
Cost For Flash Mixer Under
Block : Pulbazar District : Darjeeling
-
-
-
Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared) 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.
180
1980
11
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.
For Ordinary Soil
a) Depth of excavation not exceeding 1,500 mm.
3.5
417
119.3
Providing amd laying P.C.C or R.C.C M-15 with nominal mix mix of (1:3:6) in various component of dam foundation with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as reinforcement ,its cutting , bending , binding and placing but including necessary tools and plants and vibrating , curing royalty complete job as specification and direction of E/I.
In ground floor (N.B variety stone metal)
(a) 1:3:6 proportion
0.7
4179
5971.2
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 (ii ) N.B. Variety (Stone Metal)
1
8183
8183
Hire and labour charges for shuttering with centering and necessary Stagging 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)
c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering
in any concrete work
12.9
5789
448.8
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
0.2
21086
105433.7
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)
1.8
139
77.5
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.
1.7
282
166
Colour washing with any shade with Stainers, as required including
cleaning and smoothening surface thoroughly : (b) Two coats (on new works only).
(i) Other than yellow, pink.
4.8
120
25
Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in water tank etc. (No Departmental Cement is required)
15.7
4973
316.8
Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm.thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per direction of the EIC.
3
3841
1280.4
Supplying, fitting, fixing 900 mm high G.I. pipe railing for R.C.C stair cat ladder walk way fabrication,erection,welding of 40 mm G.I (NON TATA medium) pipe place at top of railing and 2 nos 25 mm dia. G.I pipe (NON TATA medium) placed equally in between railing top & floor, vertical post of railling are 40 mm dia. G.I pipe (NON TATA medium) placed at 900 mm c/c . The each end of the vertical post is join by the 62 mm (25 mm X 6 mm X 0.062 m long) MS flat and 150 mm length (propes pipes) are grouted in concrete base of stair, walk way etc. All complete with supplying of all materials including hoisting up to the any height complete with 2 coats of painting with super gloss (Hi gloss) in any shade except white and black over a coat of primer complete as per direction of E.I.C. Analysis of rate enclosed in seperate sheets. ( Analysis Rate )
15
32472
2164.8
Supplying at site filling ,fixing ,erecting and building in position where necessary 600mm.wide
M.S. Cat ladder as per design consisting of 2nos.ISMC 150, 8mm.thick with necessary base
plate of 8mm.thick 100mm.wide M.S. plate as steep @ 300mm.a/c supported on ISA 50x50x6 ,
ISA 60x60x8mm.thick both side as per requirement.900mm.ht. as post on one side/both side @
1000 and ISA 45x45x6 as horiz. Runner to cover side railing including fabrication, welding,drilling etc.as per drawing and direction and finished with two coats of synthetic enamel painting
over a coat of primer etc. all complete as per direction of EIC. for cat ladder, railing of stair &platform, walkway etc.
140
13272
94.8
Cost For Plate Settler and Flocculator Under
Block : Pulbazar District : Darjeeling
-
-
-
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)upto 1.5m
317.8
37913
119.3
(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring
125.9
24223
192.4
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)
258.9
20064
77.5
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)In ground floor (N.B variety stone metal) (a) 1:3:6 proportion
17.9
106884
5971.2
Controlled Cement concrete with well graded stone chips (20 mm graded 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 (ii ) N.B. Variety (Stone Metal) (ii ) N.B. Variety (Stone Metal)
100.9
804808
7976.3
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 Category B: other than SAIL/TATA/RINL
9.1
959446
105433.7
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/Stagging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] . b. 1:4 cement motar 15 mm thk.
207.4
42828
206.5
Labour for Chipping of concrete surface before taking up
Plastering work.
207.4
4355
21
Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in water tank etc. (No Departmental Cement is required)
96.1
30444
316.8
Applying Exterior grade Acrylic primer of approved quality and brand on plastered on 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.Ground floor
Two Coat
207.4
11448
55.2
Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm. thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per ;direction of the EIC
M.S Ladder
8
10243
1280.4
Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R 12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and
body tested to 15kg/cm2.N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list
i) 300mm.dia
3
106920
35640
Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store.
100 Dia (DI PIPE)
12.9
1114
86.4
200 Dia (DI PIPE)
12.9
2105
163.2
400 Dia (DI PIPE)
12.9
4024
312
350 Dia (DI PIPE)
21.5
5805
270
Cost For Rapid Sand Gravity Filter Under
Block : Pulbazar District : Darjeeling
-
-
-
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.
777.6
92767
119.3
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)
With earth obtained from excavation of foundation.
480.2
37215
77.5
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor (N.B variety stone metal)
(a) 1:3:6 proportion
33.8
201826
5971.2
Controlled Cement concrete with well graded stone chips (20 mm graded 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 30 Grade (ii ) N.B. Variety (Stone Metal)
185.5
1517946
8183
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
Category B: other than SAIL/TATA/RINL
21.3
2245737
105433.7
Brick work with 1st class bricks in cement mortar (1:6)
b.in superstructure in ground floor
46.9
375139
7998.7
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. (B) Do - by fine sand
(payment to be made on measurement of finished quantity)
5.9
10411
1764.7
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/Stagging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] a. 1:6 cement motar
20mm thick
354.1
77583
219.1
b. 1:4 cement motar
10mm thick
360.3
59017
163.8
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc
222
8724
39.3
b) Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in water tank etc. (No Departmental Cement is required)
319.2
101122
316.8
Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.
in ground floor two coats
462.5
27195
58.8
Supplying & laying 3mm thick pre-fabricated plastomeric water proofing membrane conforming to EN 12311-1 & ASTMD 5147, manufactured with atactic poly propylene (APP) modified premium grade asphalt , specially reinforced with non-woven polyester core with polyester reinforcement @160 gms per sqm & both faces covered with thermo-fusible polyethylene film /MineraL on top face over a coat of primer @ 0.40 lit/sqm of manufacturer's specification on smooth,clean dry surface prepared wherever required.Lap joint shall be provided of 75 mm in longitudinal & 100 mm in transverse direction and fused using LPG/ Propane torch employing extra care ensuring full bondage, complete removal of entrapped air and sealing edges into grooves in appropriate manner as per direction of Engineer -in-charge all complete including materials,labour and applicable
taxes. (Payment shall be made on the basis of finished surface area.). Membrane Property: Softening Point 150 deg C, Cold Flexibility -6 deg C, Tensile Strength, N/cm : 600 (longitudinal), 450 (transverse), Tearing Strength, N:
300 (longitudinal), 200 (transverse)
305.5
149206
488.4
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). (sal) (local)
0.1
8754
87544.8
Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (In case of non-supply of single plank, penal rate of reduction of 20% will be made
(ii) 40mm thick shutters with 19mm thick panel of size 30 to 45 cm
(b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.
8.2
30159
3678
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
12
432
36
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. a) 75 mm x 60 mm x 3.15 mm
18
1036
57.6
Iron door ring of approved quality fitted and fixed with nut and washer complete. A) 50 mm dia.
3
64
21.6
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:
B) 300 mm long x 10 mm dia bolt.
3
360
120
Iron Hasp bolt of approved quality fitted and fixed complete (oxidised) with 16 mm. dia rod with centre bolt and round fitting. - (c) 300mm long.
3
622
207.6
Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.
(b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]
16.2
33378
2060.4
(iv) Two point nose steel handle including fitting and fixing.
18
777
43.2
(vi) steel peg stay 300 mm long including fitting and fixing.
18
561
31.2
viii) M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats and bars.
340.2
28576
84
Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987.
i) 4mm thick clear glass.
16.2
7853
484.8
(a) Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete.
12
39096
3258
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement
ii) 20 mm. thick
14.2
4193
295.3
ii) 25 mm. thick
30
10179
339.3
Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm.thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per
;direction of the EIC
6
7682
1280.4
Ductile iron double flanged manually operated sluice valve generally conforming to IS : 14846, having body, door, dome, gland in graded ductile iron to IS 1865, four faces and spindle nut of gun metal to IS : 318, inside screw non-rising stainless steel AISI-410 spindle valves suitable
for maximum working pressure of 10/16 kg/cm2 and body tested 15/24 kg/cm2 . Flanges drilled to IS: 1538 table 4 & 6. Valves tested by closed end method only. 350mm and above valves are complete with enclosed gear box with anti friction device.
2
71385
35692.8
BYPASS VALVE(200mm)
1
35692
35692.8
PUREWATER OUTLET VALVE(200mm)
3
107078
35692.8
WASHWATER ISOLATION TANK VALVE(200mm)
1
35692
35692.8
WASHWATER INLET VALVE(200mm)
3
107078
35692.8
DRAIN VALVE(200mm)
3
107078
35692.8
WASHWATER DISPOSAL VALVE(200mm)
1
35692
35692.8
Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984- 1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining
proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future. PN 6
a) 75mm(OD) (Laying of pipeline including cost of pipe only excluding cost of specials/fittings valves.
82.6
24185
292.8
Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store.
450 Dia (DI PIPE) Manifold
20
7128
356.4
300 Dia (DI PIPE) Pure Water Pipe
10
2304
230.4
150 Dia (DI PIPE) Wash Water tank
17
2284
134.4
450 Dia (DI PIPE) Back Wash Pipe
20
7128
356.4
Supply of DI K-9 Pipe
500 Dia (DI PIPE) Manifold
20
237504
11875.2
300 Dia (DI PIPE) Pure Water Pipe
10
58644
5864.4
150 Dia (DI PIPE) Wash Water tank
17
44084
2593.2
500 Dia (DI PIPE) Back Wash Pipe
20
237504
11875.2
Supplying and Laying approved screened, cleaned, washed, graded size quality Filter sand including loading in the Rpid sand filter as per CPHEEO and IS 8419 ( part I) including all conveyance, lead & lifts etc., complete .Sand shall be of hard and resistant quartz or quartzite and free from caly fine particles, soft grains and dirt. Effecive size of sand -0.45to0.7mm Uniform coefficient- In between 1.3 to 1.7 Ignition loss - Shold not exceed .70 % by weight Soluble fraction in hydrochloric acid shall not exceed 5.0% weight. Silica content shold be not less than 90% Specific gravity shall be in the in range between 2.55 to 2.65 wearing loss shall not exceed 3%.
16.6
283393
17071.9
Providing and laying approved screened, cleaned, washed, graded size and uniform quality Filter Gravel including loading in the Rpid sand filter as per CPHEEO and IS 8419 ( part I) including all conveyance, lead & lifts etc., complete Size of gravel vary from 50mm at th bottom to 2 to 5 mm at the top and the filter gravel should be as spericle as possible.
17.2
268641
15618.7
Supplying, fitting, fixing 900 mm high G.I. pipe railing for R.C.C stair cat ladder walk way fabrication,erection,welding of 40 mm G.I (NON TATA medium) pipe place at top of railing and 2 nos 25 mm dia. G.I pipe (NON TATA medium) placed equally in between railing top & floor, vertical post of railling are 40 mm dia. G.I pipe (NON TATA medium) placed at 900 mm c/c . The each end of the vertical post is join by the 62 mm (25 mm X 6 mm X 0.062 m long) MS flat and 150 mm length (propes pipes) are grouted in concrete base of stair, walk way etc. All complete with supplying of all materials including hoisting up to the any height complete with 2 coats of painting with super gloss (Hi gloss) in any shade except white and black over a coat of primer complete as per direction of E.I.C. Analysis of rate enclosed in seperate sheets. ( Analysis Rate )
55.1
119280
2164.8
Rising Main (SOURCE TO GLR) Including Road Restoration Under
Block : Pulbazar District : Darjeeling
-
-
-
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.
Depth of excavation not exceeding 1,500 mm.
790.8
94342
119.3
Extra carriage for addl. 50m or part there of
Stone agggregate below 40 mm nominal size (19.23 rupees per 50 meter Excluding GST & CESS)
304.7
114506
375.8
Stone agggregate Above 40 mm nominal size (21.49 rupees per 50 meter Excluding GST & CESS)
194.5
81670
419.9
Cement (9.05 rupees per 50 meter Excluding GST & CESS)
50.6
8946
176.8
Steel (15.84 rupees per 50 meter Excluding GST & CESS)
497.7
154038
309.5
Suuply of Stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size.
194.5
247404
1272
Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small piecesin the interstics including rolling and preparing the bed to proper level and filling upto all joints with sandy clay or earth.
1297.1
64855
50
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor (N.B variety stone metal) (a) 1:3:6 proportion
64.8
386933
5971.2
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
Category B: other than SAIL/TATA/RINL
18.2
1918893
105433.7
Hire and labour charges for shuttering with centering and necessary Stagging 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)
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. Without Stagging
259.3
65032
250.8
(b) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. With Stagging
1037.1
415669
400.8
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.
(ii ) River Bazree
259.3
1801642
6948.1
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)
With earth obtained from excavation of foundation.
116.7
9044
77.5
Supplying of M.S.Pipe at working site TATA as per IS 3589-2001, including carriage,loading,unloading stacking and all other incidental charges, inclusive of all taxes. Fe 415 grade
a. 220 mm OD 9.56 mm thick.
9260
61245640
6614
Welding in M.S. structuaral wirk with gas or electric: (MS ERW Pipe) (3 round weld per joint = pocket cutting weld)
Continuous weld. 220 mm OD
426499.9
4606198
10.8
Supplying & Painting of Inner surface of M.S. Pipe with epoxy base, food grade confirming to IS 9833 - 1981, at wotrking site including cost of materials, labour carriage and inclusive of all other taxes and all incidental charges.
11630.6
2913465
250.5
Supplying & Painting of Inner surface of M.S. Pipe with epoxy base, food grade confirming to IS 9833 - 1981, at wotrking site including cost of materials, labour carriage and inclusive of all other taxes and all incidental charges.
12793.6
3658969
286
Supplying and cleaning the internal and external surface of M.S. Pipe with rust remover cleaning & etching agent, including the cost of labour, taxes, transportation and all incidental charges.
12212.1
2139559
175.2
Laying in position,re-fixing C.I/M.S. Tyton pipes including fitting,fixing & jointing with necessary valves, specials etc. where.
b) 200 mm.
9260
1328810
143.5
Thrust Blocks for Pipe
927
985401
1063
Road restoration as per enclosed estimate
3704
3670664
991
Gravity Main (GLR TO DISTRIBUTION) Including Road Restoration Under
Block : Pulbazar District : Darjeeling
-
-
-
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.
Depth of excavation not exceeding 1,500 mm.
1827.8
218056
119.3
Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.
1271.5
63575
50
Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size.
190.7
242570
1272
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) (N.B variety stone metal)
127.2
759536
5971.2
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.
(ii ) River Bazree
397.3
2760480
6948.1
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
others manufacturer not specified
48.1
5071360
105433.7
(a) Hire and labour charges for shuttering with centering & necessary Stagging upto 4m. using stout props and thick hard wood planks of approved thickness with required pracing for concrete slabs, beams, columns, lintels, curved or streaight including fitting, fixing and staiking out after completion of works. (b) 25 mm to 30 mm shuttering with Stagging
6836.8
2740189
400.8
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)
457
35417
77.5
Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. (1:3:6)proportion
3929.4
15579285
3964.8
Hand Packed rough dressed boulder wall with boulders from approved quarries including all carriage of all materials to site.
1188.8
2850266
2397.6
Supplying, fitting and fixing G.I. pipes of TATA make 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, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint 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. Payment for painting will be made seperately).
Exposed work (medium duty) 80 mm
48000
51830400
1079.8
150 mm
36
73324
2036.8
C.I. sluice valve with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting, manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete.(A)-(II) ITEM 9 PG NO 8
80 mm
122
621126
5091.2
150 mm
5
49414
9882.8
Ductile iron Single Chamber type air release valve having small orifice elastic ball resting on gun metal orifice nipple large orifice vulcanite ball seating on moduled seat ring, valve with built-in-Kinetic features, isolating sluice valve mounted in horizontal position and operated by a metre wheel gearing:inlet faced and drilled to IS 1538 Table 4 & 6. valve suitable for maximum working pressure of 10 kg/CM2 150mm
81
3905398
48214.8
Supplying and laying of 15 mm NB,20 mm OD HDPE (PE-100, PN 16) pipe with all acessories , specials ,1.0 meter below the ground wiil be made on actual measurement basis (20 mm OD)
( PHE ,ADDENDUM No-1, Memo No-12428/80/A/2013 Dated-17/12/2020)
429138
60250975
140.4
Cast iron double flanged single door swing non-return valve generally conforming to IS:5312 Part I, having body, door, cover in graded cast iron to IS:210 Gr.FG200, body and door rings & bearing block of leaded tin bronze to IS:318 Gr.LTB 2 (350mm & above), hinge pin of st.st.AISI410, valve suitable for a maximum working pressure of 10/16 kg/cm2 (Seat test) & body tested to 15/24 kg/Sqcm.
Single Door Non-Return Valve PN 1.6
50 mm
20
102432
5121.6
Road restoration as per enclosed estimate
22888
22682008
991
Cost For Construction of RCC GLR of Capacity 405 Cum Under
Block : Pulbazar District : Darjeeling
-
-
-
Cleaning compound premises of shrubs, plants, jungled etc. as per direction of E.I.C.
659.4
7253
11
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.
Depth of excavation not exceeding 1,500 mm.
453.7
54126
119.3
b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring
73
14045
192.4
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)
With earth obtained from excavation of foundation.
175.5
13601
77.5
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhau balla pilling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (this item should be executed on specific direction of the Engineer-in-charge).
a) Depth upto 1.5m.
1227.5
473815
386
(A) Filling in foundation or plinth by silver sand in layer not exceeding 150mm as directed and consolidating the same by through saturation with water ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)- By Fine Sand
23
40588
1764.7
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (including plinth protection)
304.5
161506
530.4
(Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in gound floor as per relevant IS codes. River Bazree
43.8
269260
6147.5
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per 1:456 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 be less than 300 Kg. of controlled concrete but actual consumption will be determined on the basis of preminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M 30 Grade (Rate Analysis)
(ii ) N.B. Variety (Stone Metal)
205
1677515
8183
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
TATA/SAIL/RINL
22.1
2330084
105433.7
(b)Add extra over the rate of ground floor/initial 4 m for each basement floor and each additional floor below/ above ground floor
(b) Above 4 m and upto 8 m
2.5
264659
105863.7
(a) Hire and labour charges for shuttering with centering & necessary Stagging upto 4m. using stout props and thick hard wood planks of approved thickness with required pracing for concrete slabs, beams, columns, lintels, curved or streaight including fitting, fixing and staiking out after completion of works. Upto roof of ground floor
(b) 25 mm to 30 mm shuttering without Stagging
507.5
127281
250.8
c) Steel shuttering or 9 to 12mm thick approved quality ply board shuttering in any concrete work.
752.7
337811
448.8
d) Extra for Stagging beyond 4 m in any floor (Mode of measurement: area in
plan x mean height of Stagging upto soffit of shuttering above initial 4 m)
141.3
10343
73.2
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement
(ii) 25 mm. thick
282.3
95784
339.3
Brick work with 1st class bricks in cement mortar (1:6)
(b) In superstructure, ground floor
17.3
138377
7998.7
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). (d) Sal : Local
0.5
43772
87544.8
Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings in ground floor: (a) 35mm thick shutters (single leaf)
10.1
52528
5200.8
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 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 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.
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.
[Note : for estimate purpose construction wing may consider weight of 2- track Aluminium window @ 5.5 Kg per Sq.M.and 3-track Aluminium window @ 6.5 Kg per Sq.M]
99
54410
549.6
Supplying best Indian sheet glass panes set in putty (as per I.S specification) and fitted and fixed with teak wood beads and nails complete. (In all floors for internal wall & upto 6 m height for external
wall)
(ii) 4 mm thick
22.5
23166
1029.6
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/Stagging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
ii) b)With 1:4 cement mortar (15 mm thick) outside
876.2
180935
206.5
iiI) b)15 mm. th. Plaster ceiling (3:1) cement mortar (In side)
288
63561
220.7
c)10 mm. th. Plaster ceiling (3:1) cement mortar (In side) ceiling
235.2
39960
169.9
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.(inner walls)
455.9
17916
39.3
Labour for Chipping of concrete surface before taking up
Plastering work.
281.8
5917
21
Supplying fitting and fixing in position C.I manhole / pit cover with rim.
a) Square.i) 600 X 600mm (50 kg.approx)
2
9308
4654.3
(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. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor)
(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
14
172804
12343.2
Supplying, fitting, Fixing Fly / Mosquito proof nylon net on any type of window, door shutter frame with necessary fixing arrangements complete.
4.4
3986
906
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer’s specification and as per direction of EIC 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.
Two coat
i) Super Protective 100% Acrylic Emulsion.
686.9
80779
117.6
Number plaque of building (plaque size up to 225 mm x 225 mm) made of sand cement plaster (1 : 2) on face of wall or plinth with 50 mm size letters P.W.D and the number of the structure formed thereon (in sunk type) including painting the letters and the number complete as per direction. (Cement - 1 kg/No.)
112
17068
152.4
Applying exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to received decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer’s specification and as per direction of the EIC.
Two coat
686.9
37916
55.2
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothing surface by sand pepering etc.
16.3
743
45.6
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothing surface by sand pepering etc.
18.3
658
36
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.Two coats (with any shade except white)
18.3
1800
98.4
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 steel or metal surface.Two coats (with any shade except white)
16.3
1564
96
(b) Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in water tank etc. (No Departmental Cement is required)
207.1
65609
316.8
Painting with ready mixed Black Japan of approved make and brand including smoothening surface Two coats.
222
15184
68.4
Supply and delevery at of DI , Class- K9 pipe (Cement lined) of approved quality as per direction of EIC
i)Intlet Pipe [ 300 mm dia DI(K9) pipe]
40
234576
5864.4
ii) Outlet Pipe [ 300 mm dia DI(K9) pipe]
30
175932
5864.4
iii) Overflow Pipe [ 300 mm dia DI(K9) pipe]
30
175932
5864.4
iv) Washout Pipe [ 150mm dia DI(K9) pipe]
30
77796
2593.2
Making flange joint to CIDF pipe, specials, valves etc.with supply of necessary nuts and bolts,rubber insertion of 6kg/m2 (3mm gauge) and materials required including dewatering if any toolsand plants, labour cost etc. as per specification and direction of EIC (Nut and bolts shall be ofTATA/GKW make) for :-
i)Intlet Pipe [ 300 mm dia DI(K9) pipe]
40
40752
1018.8
ii) Outlet Pipe [ 300 mm dia DI(K9) pipe]
30
30564
1018.8
iii) Overflow Pipe [ 300 mm dia DI(K9) pipe]
30
30564
1018.8
iv) Washout Pipe [ 150mm dia DI(K9) pipe]
30
15516
517.2
Hoisting,fitting,fixing of C.I. bell mouth with puddle collar in RCC work as per drawing
specification and direction of EIC all complete.
i)Intlet Pipe [ 300 mm dia DI(K9) pipe]
40
7248
181.2
ii) Outlet Pipe [ 300 mm dia DI(K9) pipe]
30
5436
181.2
iii) Overflow Pipe [ 300 mm dia DI(K9) pipe]
30
5436
181.2
iv) Washout Pipe [ 150mm dia DI(K9) pipe]
30
2700
90
Hoisting, erection ,placing connecting with pipes and specials CIDFpipes,specials) securing with building specials providing stays, clamps as required including cost of Stagging platform for the work etc.all complete in all respects as per drawing and direction of EIC.
i)Intlet Pipe [ 300 mm dia DI(K9) pipe]
40
7296
182.4
ii) Outlet Pipe [ 300 mm dia DI(K9) pipe]
30
5472
182.4
iii) Overflow Pipe [ 300 mm dia DI(K9) pipe]
30
5472
182.4
iv) Washout Pipe [ 150mm dia DI(K9) pipe]
30
3276
109.2
Supply the following materials for connection of inlet, outlet, overflow, washout of GLR as per deptt. Drawings.
(A) CIDF pipe Class-B as per I.S. 7181-1986 with latest revision.
3000
226800
75.6
N.B: For OHR use CIDF class B pipe for inlet, outlet, overflow and washout.
(B) CIDF Duck foot bend as per I.S. 1538 1976 with latest revision.
144
10540
73.2
(C) CIDF Bell mouth pes. with puddle collar as per ISI 1538-1976 with latest revision
40
2928
73.2
(D) C.I.D.F 90˚ Bend as per I.S.1538 (Part-XXI)-1976 with latest amended
60
4392
73.2
Horn gap lighting arrestors complete parts and pin insulators supplying, fitting and fixing all compiete as per direction of EIC.
2
6573
3286.8
(A)Earthing with 50mm dia. G.I. pipe 3.64mm thickx 3mtr.(10'-0'') long and1:1x4SWG G.I.(Hot dip)wire 4mtr. Long 13mm dia.x80mm long G.I. bolts, double nuts,washer including S&F 15 nmm dia. G.I. pipe protection (1mtr.long) to be filled with bitumen partly below ground level to an ava. depth of 3.65m below G.L. and restoring the surface duly rammed as per IEE rule. (ii) for Moorum soil b) by TATa Medium G.I.Pipe
2
4706
2353.2
(C) Connecting the equipments to earth Bushbar including S&F G.I.( Hot Dip) wire of size as below on wall /floor with stables buried inside wall/floor as required and making connection to equipments with bolts,nuts,washer, cable lugs etc. as required and mending good damages as per IEE rule. i) N0 .8 SWG
20
240
12
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
386.1
64092
166
Making arrangement for water tightness test conforming to the provision laid in IS:3370(Pt-I) 1956 by filling with water upto top water level (TWL) as shown in the drawing and as per
direction of EIC. . (if water is supplied by the Department rate shall be reduced as per prevailing departmental rate).
810
92340
114
Disinfection and washing the tank and pipe connection including clearing the inside of the tank etc. complete as per direction of EIC.
2
11402
5701.2
Commissioning the R.C.C. reservoir by opening of all category of sluice valves, testing of hoisted pipe ,joints including repairing the leakages if detected, including making inter connections , flange jointing / lead jointing with the newly laid rising main and distribution main all complete as per direction of EIC.
2
14400
7200
Cost of Boundary Wall With Gate at Proposed Source & Different GLR's Site Location Under
Block : Pulbazar District : Darjeeling
-
-
-
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 spils 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
Depth of foundation upto 1500mm
1329.4
158597
119.3
Earth work & filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm. including watering and raming etc. layer by layer complete.(Payment to be made on basis of measurement of finished quantity of work).
With earth obtained from excavation of foundation.
799.8
61984
77.5
With carried earth arranged by contractor within a radius of 3km including cost of carried earth
2246.4
958089
426.5
Cement concrete with graded stone ballast ( 40 mm size excluding shuttering)
In ground floor 1:3:6 proportion (N.B variety stone metal)
68.9
411415
5971.2
Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
357.9
189830
530.4
Supplying and laying Polythene Sheet (150gm / Sq.M) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
357.9
10307
28.8
Controlled Cement concrete with well graded stone chips (20 mm graded 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 20 Grade (ii ) N.B. Variety (Stone Metal) Ground Floor
597.9
4516476
7553.9
Hire and labour charges for shuttering with centreing and necessary Stagging upto 4 m using approved stout props and thick hard wood planks of approved thckness with required bracing for concrete slabs , beams, m 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 Stagging in foundation upto plinth
183.4
45996
250.8
(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
Ground Floor
5084.1
2281744
448.8
Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods , 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 balck annealed wire at every intersection, complte as per drawing and direction
Tor steel/Mild Steel SAIL/ TATA/RINL For works in foundation, basement and upto roof of ground floor/upto 4 m
Ground Floor
13
1370638
105433.7
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
134.2
1037513
7731.1
(b) In superstructure, ground floor
134.2
1073425
7998.7
125mm thick brick work with 1st class bricks in cement mortar(1:4) in different floors.
Ground Floor
1476.2
1518566
1028.7
Plaster (to wall , floor, ceiling etc) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of of concrete surface , including throating , nosing and drip course where necessary
b) 15 mm thick plaster (Internal) 1:6
Ground floor
5709.9
1079171
189
Applying Exterior grade Acrylic primer of approved quality and brand on plastered on 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.
One Coat
Ground floor
5709.9
219260
38.4
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. (normal acrylic emulsion) Premium 100% Acrylic Emulsion
Ground floor
5709.9
582409
102
Priming one coat on steel and metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
388.8
13996
36
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 necessar On steel or other metal surface : With super gloss (hi-gloss) - Two coats (white in shade)
388.8
36391
93.6
(a) Supplying, fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples,straining bolt and binding wire where necessary. Payment to be made on the length of individual lines of wire.)
3120
108264
34.7
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 weighing above 16 Kg./sq.mtr and above
3120
385008
123.4
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
74.9
2696
36
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 :
(b) On steel or other metal surface : With super gloss (hi-gloss) Two coats (with any shade except white)
74.9
7190
96
Cost of Guard Room With Sanitary Arrangement at Proposed Intake and Different GLR'S Site Location Under
Block : Pulbazar District : Darjeeling total:6Nos Guard Room
-
-
-
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.
78.2
9329
119.3
(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)-by fine sand
34.9
61588
1764.7
Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
99.8
52933
530.4
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion (N.B variety stone metal)
8.6
51352
5971.2
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.
a)River Bazree
40.5
281398
6948.1
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
10
77311
7731.1
(b) In Superstructure ground floor
36.6
292752
7998.7
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.
53.3
4130
77.5
Hire and labour charges for shuttering with centering and necessary Stagging upto 4mm, using approved scout props and thick hard wood planks of approved thickness with required bracings for concrete slabs, columns, lintels, beams etc. 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 with Stagging as per decision and direction of the Engineer-in-Charge.
249.4
99959
400.8
Reinforcement for reinforced concrete work in all sort of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary) cutting to requisite length, hooking and bending to correct shape, placking in proper position and binding with 16 gauge black annealed wire at every inter- section, complete as per drawing and direction.
a) For works in foundation, basement and upto roof of ground floor upto 4 mtr.
(i) Tor steel/Mild Steel
I. SAIL/ TATA/RINL
Rate Analysis of reinforcement
4
421734
105433.7
25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface).
18
6436
357.6
125mm thick brick work with 1st class bricks in cement mortar (4:1) in ground floor.
28.2
29009
1028.7
Artificial stone in floor, dado, staircase etc. with cement concrete (4:2:1) with stone chips, laid in panels as directed with topping made with ordinary / white cement (as necessary) and marble dust in proportion (2:1) including smooth finishing and rounding off corners and including application of cement slurry before flooring works, using cement @ 1.75 Kg /Sq.m. all complete including all
materials and labour.
In ground floor
3 mm thick topping (High polishing grinding on this
item is not permitted) with ordinary cement.
a) 25 mm thick
53.7
18220
339.3
Supplying, fitting & fixing 1st quality Ceramic tiles in walls
and floors to match with the existing work & 4 nos. of key
stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. With Sand Cement Mortar (1:4) 20 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.
For Floor
(a) Area of each tile upto 0.09 Sq.m
(i) Coloured decorative In ground floor Toilet part
8.1
7533
930
Supplying, fitting & fixing 1st quality Ceramic tiles in walls
and floors to match with the existing work & 4 nos. of key
stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. 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.
For Walls
(a) Area of each tile upto 0.09 Sq.m
(i) Coloured decorative In ground floor Toilet part
35.8
36387
1016.4
Neat cement punning about 1.5mm thick in wall, dado, window, sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
234
9196
39.3
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking outs joints or roughening of concrete surface by chamfering etc. including throating, nosing and drip course
where necessary (Ground floor). Excluding cost of chipping over concrete surface]
i) With 1:6 cement mortar
a) 15mm thick plaster.
176.1
33282
189
b) 20mm thick plaster.(1:6)
217.5
47654
219.1
ii) With 1:4 cement mortar
a) 10mm thick plaster.
81.3
13316
163.8
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). (d) Sal : Local
0.3
26263
87544.8
Panel shutter for door and window as per design (Each panel consisting of single plank without joint)including fitting & fixing the same in position but excluding the cost of hinge and other fitting in Ground Floor(In case of non supply of single plank,penal rate of reduction of 20% will be made) 40 mm thick shutters with 19 mm thick pane of size 30 to 45 cm. sishu/Gamar/Champ/Badam/Bhola/Mogra/Hallak
6.3
23171
3678
Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x
50mm x 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of
P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete.
14.9
5095
342
VC Door Shutter-30 mm thick:
Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of 59 mm x30 mm section with 2.0 mm (+/-0.2 mm) wall thickness.Horizontal & vertical section shall be fixed to each other by self tapping screws and 1 solid polymeric or M.S. galvanised tubular 'L' shaped bracket 100mm x 200mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 120 mm x30mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle, reinforced by solid polymer bar of 200 mm long at both ends and screws from both sides as lock rail. The section frame will then be fitted in by PVC panels of size 100 mmx25 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia bright rod will be
inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliancesi/c carriage of all materials taxes and all other incidental charges complete.
3.5
9332
2666.4
Supplying fitting approved type ventilator in position after cutting holes in walls,setting in cement mortar,mending damages to wall and plaster and two coats of paint of approved brand sand shade .Payment of mending two damages of wall & plaster and painting to be made separately.
R.C.C. ventilator of 20 mm thick - upto 0.10 sq.m. area
18
2376
132
Supplying fitting, fixing- Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars with/without fixed type ventilators.
[The extra rate admissible for the openable portion only] (p-82,i-33)
8.6
22704
2640
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials
7.6
11892
1564.8
(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.
1.4
17280
12343.2
White washing including cleaning and smoothening surface thoroughly. (c) Three coats (on new works only).
257.4
6280
24.4
Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. (i) Two coats.
217.5
12789
58.8
(a) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
22.1
1007
45.6
(b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
17.3
622
36
(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 other than hi-gloss of approved quality- (iv) Two coats (with any shade except white)
22.1
2174
98.4
(b) On steel or other metal surface :(with any shade except white)
With other than hi-gloss of approved quality- (iv) Two coats (with any shade except white)
17.3
1660
96
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 (a) 40mm X 6mm, 250mm Length
18
648
36
Iron butt hinges of approved quality fitted and fixed with steel crews, with ISI mark.
(i) 75mm. X 47mm. X1.70mm.
18
691
38.4
(iii) 100mm. X 58mm. X 1.90mm.
12
676
56.4
(A) Iron door ring of approved quality fitted and fixed with nut and washer complete.
a) 50 mm dia.
6
129
21.6
Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S.-204/74 fitted and fixed with (i) 150mm long x 10mm dia. bolt.
18
1404
78
(ii) 225mm long x 10mm dia. bolt.
6
612
102
i) Iron hasp bolt of approved quality fitted and fixed
complete (oxidised) with 16mm dia rod with centre bolt and round
(a) 200mm long.
3
496
165.6
Iron catch hook of approved quality fitted and fixed to shutter and chowkat. a) 6mm dia x 225 mm long.
24
1843
76.8
Supplying , fitting and fixing hinge cleat in position excluding the cost hinge and other fiffitngs.
b) with 75mm iron Butt-hinge
iii) Sal : Local Sal
24
1008
42
125mm long wooden buffer block
i) With Sal siliguri
24
1555
64.8
Saucer drain up to 150 mm width and 75mm depth including cement plaster(3:1) and neat cement finishing. (cement=224.0 Kg/100 mtr)
36
1508
41.9
Number plaque of building (plaque size up to 225 mm x 225 mm) made of sand cement plaster (1 : 2) on face of wall or plinth with 50 mm size letters P.W.D and the number of the structure formed thereon (in sunk type) including painting the letters and the number complete as per direction.
60
9144
152.4
R.C. shelves (1:1.5:3)) either precast or cast in situ with stone chips and necessary reinforcement upto 1% (0.8 % main and 0.2% distribution bars), shuttering etc. and 6 mm. thick cement plaster (4:1) including neat cement finishing and cutting chase fitting and fixing in position, mending good damages necessary complete. In ground floor (b) 37.5 mm thick panels . SAIL/TATA/RINL
3
3754
1251.6
Band moulding (horizontal-verticle) rectangular section made with cement plaster 1:4 complete. i) Projection upto 25 mm a)Depth or Width 75 mm to 100 mm.
63.6
3052
48
Renewing throating,nosing or drip course moulding with 15 mm thick cement plaster(1:4)complete.(cement 0.7 kg/mtr.) In ground floor.
17.4
417
24
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/sq.cm.) (for water lines only).- 15 mm. dia.
6
4126
687.7
Supplying,fitting and fixing Fan Hook for ceiling with 1 metre long 16mm dia rod complete including mending damages .Payment for damage and repair to be made separately.
3
360
120
Supplying, fitting and fixing bevelled edged mirror 5.5 mm thick silver red as per I.S. 3438 / 1965 together with brass C.P. hinges.
(i) 450 mm X 300 mm
3
1453
484.4
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.
i) For 10 users.
A) With NB variety. (SAIL/TATA/RINL)
3
118827
39609
Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding 'P' or 'S' trap (excluding cost of concrete for fixing).
i) 580mm x 440mm
3
6387
2129.2
Supplying, fitting and fixing E.W.C. in white glazed
vitreous chinaware of approved make complete in position with necessary bolts, nuts etc.
(a) With 'P' trap
3
5627
1875.7
Supplying, fitting and fixing 10 litre porcelain low- down cistern of approved make with either side or bottom inlet, side overflow, brackets complete with all internnal PVC fittings. White
3
9096
3032
Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy
i) 600mm long.
3
423
141.2
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 brick metal (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 with necessary 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.
For SAIL/TATA/RINL)
3
57624
19208
Constructing inspection pit of inside measurement 600 mm x 600 mm x upto 600 mm (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 outside walls upto GL 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 RCC 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 RCC manhole cover of approved make supplied,fitted and fixed in the slab with necessary fittings,necessary earth work in excavation in all sorts of soil,filling sides of the pit with earth and removing spoils after work complete in all respects with all costs of labour and materials. -with pakur variety.
3
23844
7948
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.
ii) 550mm x 400 mm size
3
8743
2914.6
Supplying, fitting and fixing bib cock or stop cock. (ii) Chromium plated Concealed Stop Cock (Equivalent to Code No. 514(A) & Model - Tropical / Sumthing Special of ESSCO or similar brand).
12
10676
889.7
Supplying, fitting and fixing bib cock or stop cock.
a) (i) Chromium plated Bib Cock short body
(Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand).
3
2134
711.5
Supplying, fitting and fixing PVC pipes of approved make of (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 with holder bats clamps, including cutting pipes, making
threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint 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. Payment for painting will be made seperately)
(a) For Exposed Work
PVC Pipes
a) 25 mm dia.
54
12614
233.6
b) 15 mm dia.
54
7198
133.3
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer
i) 500 ltr. Capacity.
3
10232
3410.9
Cost of Land Development for Proposed Source And 2 Nos. GLR Site Location Under
Block : Pulbazar District : Darjeeling
-
-
-
Surface Dressing of the ground in any kind of soil
including removing vegetation inequalities not
exceeding 15 cm depth and disposal of the rubbish
within a lead upto 75 m as directed.
41800
418000
10
Clearing compound premises of shurbs, plants, jungles etc.
by cutting and removing as directed (Specific permission of
Engineer-in-Charge prior to execution will be necessary).
(Payment to be made on area cleared)
41800
459800
11
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) With earth obtained from excavation of foundation.
Depth of Filling-600 mm
25080
1943700
77.5
COST OF APPROACH ROAD For Proposed Source And 2 Nos. GLR Site
Block : Pulbazar District : Darjeeling
-
-
-
Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding latarite and sand stone) but including removing spreading or stack- ing the spoils within in a lead of 75m. As directed and including trimming the of trenches, leveling dressing and rammingsides the bottom, bailing out water etc. as required complete. a)Depth of excavation not exceeding 1500 mm
202.5
24158
119.3
Filling in foundation or plinth & plinth protection works by silver sand in layers not exceeding 150mm as directed and consolidating same by through 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
67.5
119117
1764.7
Single Brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filling joints with powered earth or local sand.
450
238680
530.4
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. River Bazre.
67.5
414956
6147.5
Brick work with 1st class brick in Cement Morter. (1:6)
a) In foundation and plinth .
11.3
87361
7731.1
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) With earth obtained from excavation of foundation.
43.9
3402
77.5
Hire and labour charges for shuttering with centering and necessary Stagging 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)
(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht.shall be allowed under 12 (e) for every 4 m or part thereof)
a) 25 mm to 30 mm thick wooden shuttering without Stagging as per decision & direction of Engineer-in-charge.
45
11286
250.8
COST OF MASONARY DRAIN For Proposed Source And 2 Nos. GLR Site
Block : Pulbazar District : Darjeeling
-
-
-
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 1500 mm
502
59888
119.3
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)
Do - by fine sand
87.3
154058
1764.7
Single Brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filling joints with powered earth or local sand.
873
463039
530.4
(Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in gound floor as per relevant IS codes.River Bazree
87.3
536676
6147.5
Brick work with 1st class brick in Cement Morter. (1:4) a) In foundation and plinth .
145.5
1173021
8062
Plaster (to wall, floor, ceiling etc)with sand & cement mortar includg rounding off or chamfering corners as directed a ramming out joints or roughening of concrete surface by chamfering etc. including threading noising and drip course where necessary.(Ground Floor)
b) 15 mm thick plaster (1:4)
582
120183
206.5
Neat cement punning about 1.5mm thick in wall, dado, window, ceiling, floor, drain etc.
582
22872
39.3
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application
of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor.
3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).
Using grey cement i) 25 mm thick.
727.5
246840
339.3
Supplying, fitting and fixing C.I. square jalli.
450 mm
1940
786088
405.2
Construction of RCC Chlorinator Room at GLR Site. Total 2 Nos. Under
Block : Pulbazar District : Darjeeling
-
-
-
Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding latarite and sand stone) but including removing spreading or stack- ing the spoils within in a lead of 75m. As directed and including trimming the of trenches, leveling dressing and rammingsides the bottom, bailing out water etc. as required complete. a)Depth of excavation not exceeding 1500 mm
47
5607
119.3
Single Brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filling joints with powered earth or local sand.
69.8
37021
530.4
Cement concrete with graded stone ballast (40 mm size excluding shuttering) a) 1:3:6 proportion in ground floor & foundation.
(N.B variety stone metal)
7
41798
5971.2
Ordinary cement concrete (1:1.5:3) with graded stone chips (20 mm size) nominal size excluding shuttering and reinforcement , if any in ground floor as per relevant IS Code. River Bazree
16.2
112559
6948.1
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)
Do - by fine sand
44.6
78705
1764.7
Brick work with 1st class brick in Cement Morter. (1:4) a) In foundation and plinth .
12.7
102387
8062
b)In superstructure ground floor
19
158262
8329.6
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. A) With earth obtained from excavation of foundation.
4.5
348
77.5
Hire and labour charges for shuttering with centering and necessary Stagging 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) (When the height of a particular floor is more than 4 m the equivalent floor
height shall be taken as 4 m and extra for works beyond the initial 4 m ht.shall be allowed under 12 (e) for every 4 m or part thereof) a) 25 mm to 30 mm thick wooden shuttering with stagging as per decision & direction of Engineer-in-charge.
85.7
34348
400.8
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 inter-section, complete as per drawing and direction. a)For works in foundation basement upto roof of ground floor/upto 4 m . i)Tor Steel /Mild Steel I. SAIL/ TATA/RINL
1.3
137063
105433.7
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]
6.6
2360
357.6
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking
out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).
Using grey cement i) 25 mm thick.
23.1
7837
339.3
Neat cement punning about 1.5mm thick in wall, dado, window, ceiling, floor, drain etc.
29.3
1151
39.3
Plaster (to wall, floor, ceiling etc)with sand & cement mortar includg rounding off or chamfering corners as directed a ramming out joints or roughening of concrete surface by chamfering etc. including threading noising and drip course where necessary.(Ground Floor) i) With 1:6 cement mortar a) 20 mm thick to inside wall
131.1
28724
219.1
b) 15 mm thick plaster (1:6)
154.3
29162
189
ii) 10 mm thick cement plaster(1:4)
37.6
6158
163.8
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). A) Sal (local)
0.1
8754
87544.8
Panel shutter for door and window as per design (Each panel consisting of single plank without joint)including fitting & fixing the same in position but excluding the cost of hinge and other fitting in Ground Floor(In case of non supply of single plank,penal rate of reduction of 20% will be made) 40 mm thick shutters with 19 mm thick pane of size 30 to 45 cm. Sishu/Gamar/Champ/Badam/Bhola/Mogra/Hallak
3.2
11769
3678
Supplying, fitting and fixing windows and ventilators with or without
integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. (b) Openable steel windows as per IS sizes with side hung shutters
and horizotal glazing bars. [The extra rate admissible for the
openable portion only]
4.3
8859
2060.4
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than
150mm apart complete in all respect as per design including cost of all labour and materials
2.5
3912
1564.8
M.S. or W.I. ornamental grill of approved design,joints continuously welded with M.S. WI flats and bats for winding,drilling etc.fitted & fixed with necessary screw and lugs in ground floor. a)Grill weighing above 10 Kg upto 16 Kg/Sqm
0.6
7405
12343.2
Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (Plastered or concrete surface)as per manufacture's specification in ground floor. A) Two Coats (on new cement plaster surface)
143.3
8426
58.8
White washing including cleaning and smoothening surface thoroughly. All floors : c) Three coats (on new works only).
168.7
4116
24.4
(b) Priming one coat on timber or plastered surface with synthetic oil
bound primer of approved quality including smoothening surfaces by sand papering etc.
10.9
497
45.6
(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
15
540
36
(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)
10.9
1072
98.4
(b) On steel or other metal surface :
With super gloss (hi-gloss) -
(iv) Two coats (with any shade except white)
15
1440
96
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
12
432
36
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. b) 100 mm x 75 mm x 3.50 mm
12
950
79.2
Iron door ring of approved quality fitted and fixed with nut and washer complete. A) 50 mm dia.
4
86
21.6
Iron socket bolt of approved quality fitted and fixed complete. A) 150 mm long x 10 mm dia bolt.
2
153
76.8
B) 300 mm long x 10 mm dia bolt.
2
230
115.2
Iron Hasp bolt of approved quality fitted and fixed complete (oxidised) with 16 mm. dia rod with centre bolt and round fitting. - (c)300 mm. long.
2
415
207.6
Number Plaque of buildings (Plaque size upto 225 mm x 225mm ) made of cement plaster(1:2)on face of wall or plinth , with 50 mm size letters P.W.D. and the number of the structure formed thereon (in sunk type)including painting the letters complete as per direction. (Cement = 1 Kg/No )
30
4572
152.4
R.C. shelves (1:1.5:3) either precast or cast in situ with stone chips and necessary reinforcement upto 1% (0.8% main and 0.2% distribution bars), shuttering etc. and 10 mm. thick cement plaster (1:4) including neat cement finishing and cutting chase fitting and fixing in position, mending good damages as necessary complete. In ground floor (b) 37.5 mm. Thick panels
I. SAIL/ TATA/RINL
2
2503
1251.6
Band moulding (horizontal-verticle) rectangular section made with cement plaster 1:4 complete. i) Projection upto 25 mm (a) Depth or width (75 mm to 100 mm) (Cement 1.25Kg/Mtr.)
24
1123
46.8
Renewing throating,nosing or drip course moulding with 15 mm thick cement plaster(1:4)complete.(cement 0.7 kg/mtr.) In ground floor.
8
192
24
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 et. If necessary and mending good damages including joining with jointing materials (Spun yarn, Valamoid / Bitumen / M-Seal etc) complete. A) UPVC Pipes:
(a) 75mm. dia.
16
3801
237.6
Supplying 'Godrej' mortice lock chromium plated with latch and keys 4 levers,including fitting & fixing complete.
2
2594
1297.2
Supplying,fitting and fixing Fan Hook for ceiling with 1 metre long 16mm dia rod complete including mending damages .Payment for damage and repair to be made separately.
2
240
120
Supplying fitting approved type ventilator in position after cutting holes in walls,setting in cement mortar,mending damages to wall and plaster and two coats of paint of approved brand sand shade .Payment of mending two damages of wall & plaster and painting to be made separately.
(b) R.C.C. ventilator of 20 mm thick - (i) upto 0.10 sq.m. area
8
1056
132
Supplying,fitting and fixing G.I. pipes of TATA make 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, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint 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 accessories,specials,payment for painting will be made separately)
a)15 mm dia medium quality
4
1013
253.4
Supplying,fitting and fixing alloy iron with brass spindle bib cock/stop cock of approved brand and make, spray painted and tested to 21 kg per sq.cm. - (i) 15 mm. dia.
2
446
223.1
Construction of RCC Pump House with Substation Building and Staff Quarter at Intake location and All GLR Site. Total 3 Nos. Under
Block : Pulbazar District : Darjeeling
-
-
-
Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding latarite and sand stone) but including removing spreading or stack- ing the spoils within in a lead of 75m. As directed and including trimming the of trenches, leveling dressing and rammingsides the bottom, bailing out water etc. as required complete. a)Depth of excavation not exceeding 1500 mm
478
57025
119.3
Single Brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filling joints with powered earth or local sand.
243
128887
530.4
Cement concrete with graded Stone ballast (40 mm size) excluding shuttering. a) 1:3:6 proportion in ground floor & foundation. (N.B variety stone metal)
23.6
140920
5971.2
Ordinary cement concrete (1:1.5:3) with graded stone chips (20 mm size) nominal size excluding shuttering and reinforcement , if any in ground floor as per relevant IS Code. River Bazree
3.4
23623
6948.1
Controlled cement Concrete with well graded stone chips (20mm nominal size) excluding shuttering & reinforcement with complete design of concrete as per I.S.456 and relevant special publications, submission of jobs mix formula after preliminary mix design after testing of concrete cubes as per direction of EIC. Consumption of cement concrete will not be less than 300Kg of cement with super plasticizer per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula. (using concrete mixture).
M- 25 Grade (ii ) N.B. Variety (Stone Metal)
183.3
1462055
7976.3
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)
Do - by fine sand
34.3
60529
1764.7
Brick work with 1st class brick in Cement Morter. (6:1) a) In foundation and plinth .
3.6
27831
7731.1
b)In superstructure ground floor (6:1)
50.7
405534
7998.7
125 mm thick brickwork with 1st class bricks in cement mortar (1:4) in ground floor
29.3
30140
1028.7
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. A) With earth obtained from excavation of foundation.
60
4650
77.5
Hire and labour charges for shuttering with centering and necessary Stagging upto 4 mtr using approved about props and thick hard wood planks of approved thickness with required bracing for concrete slabs , beams,columns,lintels,curved or straight including fitting, fixing & striking out after completion of works(upto roof of ground floor) c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
17.5
7854
448.8
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 inter-section, complete as per drawing and direction. a)For works in foundation basement upto roof of ground floor/upto 4 m . i)Tor Steel /Mild Steel I. SAIL/ TATA/RINL
14.7
1549875
105433.7
40 mm thick Damp proof course with cement concrete with stone chips (3:1.5:1))(with graded stone aggregates 10 mm normal size)and painting the top surface with a coat of bitumen using 1.7 kg per sq m including heating the bitumen and cost and carriage of all materials complete.
24
9878
411.6
Artificial stone in floor, dado, staircase etc. with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rouding off corners and including raking out joints or roughening of concrete surface and application of cement slurry before flooring works, using cement @ 1.75 kg/sq.m. all complete including all materials and labour. In ground floor 3 mm thick topping (high )polishing,grinding on this item is not permitted with ordinary cement). i) 25 mm thick.
285.2
96768
339.3
Neat cement punning about 1.5mm thick in wall, dado, window, ceiling, floor, drain etc.
534.6
21009
39.3
Plaster (to wall, floor, ceiling etc)with sand & cement mortar includg rounding off or chamfering corners as directed a ramming out joints or roughening of concrete surface by chamfering etc. including threading noising and drip course where necessary.(Ground Floor) i) With 1:6 cement mortar a) 20 mm thick to inside wall
644.2
141144
219.1
b) 15 mm thick plaster (1:6)
534.6
101039
189
ii) 10 mm thick cement plaster(1:4)
338.9
55511
163.8
Woodwork in door and window frame fitted and fixed complete including a protective coat of painting at the contract surface of the frame. A) Sal (local)
0.1
8754
87544.8
Panel shutter for door and window as per design (Each panel consisting of single plank without joint)including fitting & fixing the same in position but excluding the cost of hinge and other fitting in Ground Floor(In case of non supply of single plank,penal rate of reduction of 20% will be made) 40 mm thick shutters with 19 mm thick pane of size 30 to 45 cm. sishu/Gamar/Champ/Badam/Bhola/Mogra/Hallak
6.3
23171
3678
Supplying fitting, fixing- Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars with/without fixed type ventilators.
[The extra rate admissible for the openable portion only] (p-82,i-33)
33.8
69641
2060.4
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than
150mm apart complete in all respect as per design including cost of all labour and materials
15.3
23941
1564.8
M.S. or W.I. ornamental grill of approved design,joints continuously welded with M.S. WI flats and bats for winding,drilling etc.fitted & fixed with necessary screw and lugs in ground floor. a)Grill weighing above 10 Kg/Sqm upto 16 Kg/Sqm (in Kg)
5.6
69121
12343.2
Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (Plastered or concrete surface)as per manufacture's specification in ground floor. A) Two Coats (on new cement plaster surface)
534.6
31434
58.8
White washing including cleaning and smoothening surface thoroughly. A) 3 Coats.
983.1
23987
24.4
a)Priming one coat of timber, plastered surface with synthetic enamel/oil bound primer of approved quality including smoothening surface by sand papering etc.
16.4
747
45.6
b) on steel or other metal surface
160
5760
36
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc including using of a approved putty etc on the surface if necessary a) On timber or plastered surface (with other than hi gloss of approved quality). i) 2 Coats (with any shade except white)
16.4
1613
98.4
b) On steel or other metal surface (with other than hi gloss of approved quality). i) 2 coats (with any shade except white)
160
15360
96
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)
35.8
455547
12724.8
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
36
1296
36
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. a) 75 mm x 60 mm x 3.15 mm
30
1728
57.6
b) 100 mm x 75 mm x 3.50 mm
24
1900
79.2
Iron door ring of approved quality fitted and fixed with nut and washer complete. A) 50 mm dia.
12
259
21.6
Iron socket bolt of approved quality fitted and fixed complete. A) 150 mm long x 10 mm dia bolt.
12
921
76.8
B) 300 mm long x 10 mm dia bolt.
12
1382
115.2
Iron Hasp bolt of approved quality fitted and fixed complete (oxidised) with 16 mm. dia rod with centre bolt and round fitting. - 300 mm. long.
3
622
207.6
Iron catch hook of approved quality fitted and fixed to shutter and chowkat, (a)6 mm dia x 225 mm long
36
2764
76.8
Number Plaque of buildings (Plaque size upto 225 mm x 225mm ) made of cement plaster(2:1)on face of wall or plinth , with 50 mm size letters P.H.E. and the number of the structure formed thereon (in sunk type)including painting the letters complete as per direction. (Cement = 1 Kg/No )
45
6858
152.4
R.C. shelves (1:1.5:3)) either precast or cast in situ with stone chips and necessary reinforcement upto 1% (0.8 % main and 0.2% distribution bars), shuttering etc. and 6 mm. thick cement plaster (4:1) including neat cement finishing and cutting chase fitting and fixing in position, mending good damages necessary complete. In ground floor (a) 37.5 mm thick panels .
3
3754
1251.6
Band moulding (horizontal-verticle) rectangular section made with cement plaster 1:4 complete. i) Projection upto 25 mm a)Depth or Width 75 mm to 100 mm.
90
4212
46.8
Renewing throating,nosing or drip course moulding with 15 mm thick cement plaster(1:4)complete.(cement 0.7 kg/mtr.) In ground floor.
24
576
24
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/sq.cm.) (for water lines only).- 15 mm. dia.
6
4126
687.7
Construction of Septic Tank of different capacities as per approved drawing with 1st class brick work in cemnt mortar (4:1) including 560 mm dia RCC manhole cover (Heavy type) of approved make supplied , fitted and fixed in the 100 mm thick RCC (3:1.5:1) top slab with necessary fittings, 20 mm 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 GL floor finished with 25 mm thick grey artificial stone over 100 mm thick RCC (3:1.5:1) bottom slab including supplying , fitting and fixing all necessary specials fittings ,SW tees CI foot rest etc including excavating earth in all sorts of soil , shoring , bailing out and pumping out water as necessary ,ramming dressing the bed and refilling the sides of the tank 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 artifical stone flooring is to be done with admixture of water proofing compound @ 5% by weight of cement , complete in all respect as per direction of Engineer In Charge.
i)for 10 users with 250 mm thick brick work (6:1) (internal size 1800 mm x 600 mm x 11400 mm heiht including free board of 450 mm) NB VARIETY (SAIL/TATA/RINL)
3
118827
39609
Supplying, fitting & fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make supplied ,fitted fixed in position complete excluding P or S trap.(excluding cost of concrete for fitting) i) 530mm x 410 mm
3
6027
2009
supplying fitting and fixing 10 litre PVC low-down cistern of conforming to I.S. specification with PVC fitting complete C.I. make with either side or bottom brackets including two coats of painting to brackets.
3
4019
1339.8
Supplying PVC water storage tank of approved quality with closed lid (Black)-Multilayer. A) 500 litre capacity.
3
10232
3410.9
Construction of circular soak well 2.5 mtrs deep in all types of sandy soils with dry brick work upto 1.6 mtrs from the bottom having 150 mm intermediate cement brick work (4:1) band all round and cement brick work (4:1) upto 0.90mtrs from top with 20 mm thick cement plastering (4:1) to inside face upto the depth of cement brick work, 15 mm thick cement plaster (4:1) on outer face from top of the well upto GL and 6 mm thick cement plaster (4:1) on top of the RCC cover slab including filling bottom 1.00 mtr of inside of the well with jhama metal (50 mm to 63 mm size) including RCC cover slab of 100 mm thickness with cement concrete (3:1.5:1) with stone chips with necessary reinforcement and shuttering including one 560 mm dia RCC manhole cover (heavy type) of approved make supplied ,fitted and fixed in the cover slab with necessary fittings , making necessary arrangements for pipe connections ,excavation of well including shoring dewatering and removing the excess earth form the premises as per direction complete in all respect with all costs of labour and materials. NB VARIETY
3
57624
19208
Saucer drain up to 150 mm width and 75mm depth including cement plaster(3:1) and neat cement finishing. (cement=224.0 Kg/100 mtr)
36
1508
41.9
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 et. If necessary and mending good damages including joining with jointing materials (Spun yarn, Valamoid / Bitumen / M-Seal etc) complete. (a) 75mm. dia.
48
11404
237.6
Supplying fitting & fixinng with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.5 mtrs depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides) (i) 100 mm dia
30
11643
388.1
Drilling and tapping C.I. main.- upto 15 mm. dia.
3
633
211.2
Supplying 'Godrej' mortice lock chromium plated with latch and keys 4 levers,including fitting & fixing complete.
3
3891
1297.2
Supplying,fitting and fixing Fan Hook for ceiling with 1 metre long 16mm dia rod complete including mending damages .Payment for damage and repair to be made separately.
6
720
120
Supplying, fitting and fixing bevelled edged mirror 5.5 mm thick silver red as per I.S. 3438 / 1965 together with brass C.P. hinges.
(i) 450 mm X 300 mm
3
1453
484.4
Wash basin white vitreous china of approved make(without fittings)supplied , fitted and fixed in position on 75mm x 75mm x 75mm wood blocks and C.I. brackets including two coats of painting of C.I. brackets. (a) 450 mm x 300 mm size.
3
4573
1524.6
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. (a)900 mm long.
3
582
194
Cutting holes and subsequent mending good damages.
6
538
89.8
Supplying , fitting and fixing 30 mm. thick both side prelaminated factory made solid panel PVC door shutter consisting of outer frame made out of MS tubes of 19 gauge thickness and size 19 mm. x 19 mm. for styles, top and bottom rails, MS frame shalll have cost of steelprimers of approved make and manufacture, M.S frame cover with 5 mm. thick head moulded PVC " C" channel of size 30 mm. thick 70mm. width out of which 50 mm. shall beflat and 20mm. shall be tapered in 45 degree angle of either side forming styles, and 5mm thick 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 115mm.wide PVC sheet out of which 75 mm. 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 10mm. ( 5mm. x 2 mm. ) thick , 20 mm. wide cross PVC sheet as gap insert for top rail and botttom rail sheet to be fitted in the M.S frame weled / sealed to the styles & rails with 7 mm. ( 5mm. + 2 mm. ) thick x 15 mm. wide PVC sheet beading on inner side and joint together with solvent cement adhesive . An additional 5 mm. thick PVC strip of 20 mm. which is to be stuck on the interior side of the "C" channel using PVC solvent adhesive etc. com excluding all necessary hardwire as per direction of the E.I.C in ground floor.
4.8
11687
2434.8
Supplying fitting approved type ventilator in position after cutting holes in walls,setting in cement mortar,mending damages to wall and plaster and two coats of paint of approved brand sand shade .Payment of mending two damages of wall & plaster and painting to be made separately.
R.C.C. ventilator of 20 mm thick - upto 0.10 sq.m. area
18
2376
132
Constructing inspection pit of inside measurement 600 mm x 600 mm x upto 600 mm (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 outside walls upto GL 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 RCC 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 RCC manhole cover of approved make supplied,fitted and fixed in the slab with necessary fittings,necessary earth work in excavation in all sorts of soil,filling sides of the pit with earth and removing spoils after work complete in all respects with all costs of labour and materials. -with pakur variety.
3
23844
7948
Supplying , fitting and fixing cast iron 'p' or 's' trap conforming to I.S. 3989/1970 and 1729/1964 including lead caulked joints and painting two coats to the exposed surface.(painting to be paid seperately).- 'S' Trap - 100 mm.
3
3180
1060
Supplying,fitting and fixing G.I. pipes of TATA make 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, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint 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 accessories,specials,payment for painting will be made separately)
a)15 mm dia medium quality
60
15204
253.4
b)20 mm dia medium quality
45
13423
298.3
Supplying,fitting and fixing alloy iron with brass spindle bib cock/stop cock of approved brand and make, spray painted and tested to 21 kg per sq.cm. - 15 mm. dia.
6
1338
223.1
Supplying,fitting and fixing approved patent vent cowl I.C.I. conforming to I.S.S and painting two coats to the exposed surface with approved paint complete.(Payment of painting will however be paid seperately).- 100 mm dia.
3
1453
484.4
Supplying,fitting and fixing pillar cock of approved make. A)i)CP Pillar Cock-15 mm (equivalent to code no-507 & Model - Tropical/sumthing special of ESSCO or similar brand).
3
2197
732.6
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.
Stair ladder
9
805366
89485.2
Construction of Sub-station building and Staff Quarter.
2091
56206080
26880
Construction of RCC Zonal Tank with provisionof Wash out , including plaster, artifical flooring and neat cement punning. 10 H.H. Total: 4 Nos. Under
Block : Pulbazar District : Darjeeling
-
-
-
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.
Depth of excavation not exceeding 1,500 mm.
14.6
1741
119.3
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)
With earth obtained from excavation of foundation.
4.9
379
77.5
Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.
20.2
1010
50
Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size.
3
3816
1272
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) (N.B variety stone metal)
2
11942
5971.2
Controlled Cement concrete with well graded stone chips (20 mm graded 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 .
(ii ) N.B. Variety (Stone Metal)
14.9
121926
8183
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
JSW/JSPL/SHYAM/SRMB/BMASL/ ELECTROSTEEL/SSL
1.6
168693
105433.7
(a) Hire and labour charges for shuttering with centering & necessary Stagging upto 4m. using stout props and thick hard wood planks of approved thickness with required pracing for concrete slabs, beams, columns, lintels, curved or streaight including fitting, fixing and staiking out after completion of works. (b) 25 mm to 30 mm shuttering with Stagging
114.8
46011
400.8
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement
(ii) 25 mm. thick
9
3053
339.3
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/Stagging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
b) With 1:4 cement mortar (20 mm thick)
96.8
23338
241.1
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.(inner walls)
45
1768
39.3
Labour for Chipping of concrete surface before taking up
Plastering work.
45
945
21
Supplying, fitting and fixing G.I. pipes of TATA make 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, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint 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. Payment for painting will be made seperately)
ii) 65 mm dia. medium quality
24
21067
877.8
Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).
(iv)65 mm dia
4
20745
5186.3
Supplying, fitting and fixing in position R.C.C. Manhole/ pit cover of approved make with rim of approved make (Heavy type) ii) 560 mm dia.
4
1784
446.2
Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm. thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per ;direction of the EIC.
6.4
8194
1280.4
Construction of RCC Zonal Tank with provision of Wash out , including plaster, artifical flooring and neat cement punning. 20 H.H. Total: 4 Nos. Under
Block : Pulbazar District : Darjeeling
-
-
-
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.
Depth of excavation not exceeding 1,500 mm.
20.8
2481
119.3
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)
With earth obtained from excavation of foundation.
6.9
534
77.5
Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.
31.4
1570
50
Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size.
4.7
5978
1272
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) (N.B variety stone metal)
3.1
18510
5971.2
Controlled Cement concrete with well graded stone chips (20 mm graded 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 . (ii ) N.B. Variety (Stone Metal)
24.7
202120
8183
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
JSW/JSPL/SHYAM/SRMB/BMASL/ ELECTROSTEEL/SSL
2.5
263584
105433.7
(a) Hire and labour charges for shuttering with centering & necessary Stagging upto 4m. using stout props and thick hard wood planks of approved thickness with required pracing for concrete slabs, beams, columns, lintels, curved or streaight including fitting, fixing and staiking out after completion of works. (b) 25 mm to 30 mm shuttering with Stagging
184.5
73947
400.8
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement
(ii) 25 mm. thick
16
5428
339.3
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/Stagging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
b) With 1:4 cement mortar (20 mm thick)
162.1
39082
241.1
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.(inner walls)
78.4
3081
39.3
Labour for Chipping of concrete surface before taking up
Plastering work.
78.4
1646
21
Supplying, fitting and fixing G.I. pipes of TATA make 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, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint 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. Payment for painting will be made seperately)
ii) 65 mm dia. medium quality
24
21067
877.8
Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).
(iv)65 mm dia
4
20745
5186.3
Supplying, fitting and fixing in position R.C.C. Manhole/ pit cover of approved make with rim of approved make (Heavy type) ii) 560 mm dia.
4
1784
446.2
Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm. thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per ;direction of the EIC.
8.3
10627
1280.4
Construction of RCC Zonal Tank with provisionof Wash out , including plaster, artifical flooring and neat cement punning. 30 H.H. Total: 6 Nos. Under
Block : Pulbazar District : Darjeeling
-
-
-
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.
Depth of excavation not exceeding 1,500 mm.
41
4891
119.3
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)
With earth obtained from excavation of foundation.
13.7
1061
77.5
Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.
65.3
3265
50
Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size.
9.8
12465
1272
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) (N.B variety stone metal)
6.5
38812
5971.2
Controlled Cement concrete with well graded stone chips (20 mm graded 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 .
(ii ) N.B. Variety (Stone Metal)
47.3
387055
8183
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
JSW/JSPL/SHYAM/SRMB/BMASL/ ELECTROSTEEL/SSL
4.6
484995
105433.7
(a) Hire and labour charges for shuttering with centering & necessary Stagging upto 4m. using stout props and thick hard wood planks of approved thickness with required pracing for concrete slabs, beams, columns, lintels, curved or streaight including fitting, fixing and staiking out after completion of works. (b) 25 mm to 30 mm shuttering with Stagging
339.2
135951
400.8
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement
(ii) 25 mm. thick
37.5
12723
339.3
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/Stagging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
b) With 1:4 cement mortar (20 mm thick)
299.6
72233
241.1
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.(inner walls)
151.5
5953
39.3
Labour for Chipping of concrete surface before taking up
Plastering work.
151.5
3181
21
Supplying, fitting and fixing G.I. pipes of TATA make 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, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint 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. Payment for painting will be made seperately)
ii) 65 mm dia. medium quality
36
31600
877.8
Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).
(iv)65 mm dia
6
31117
5186.3
Supplying, fitting and fixing in position R.C.C. Manhole/ pit cover of approved make with rim of approved make (Heavy type) ii) 560 mm dia.
6
2677
446.2
Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm. thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per ;direction of the EIC.
12.2
15620
1280.4
Construction of RCC Zonal Tank with provision of Wash out , including plaster, artifical flooring and neat cement punning. 40 H.H. Total: 7 Nos. Under
Block : Pulbazar District : Darjeeling
-
-
-
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.
Depth of excavation not exceeding 1,500 mm.
47.9
5714
119.3
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)
With earth obtained from excavation of foundation.
16
1240
77.5
Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.
76.2
3810
50
Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size.
11.4
14500
1272
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) (N.B variety stone metal)
7.6
45381
5971.2
Controlled Cement concrete with well graded stone chips (20 mm graded 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 . (ii ) N.B. Variety (Stone Metal)
62
507346
8183
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
JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL
7.5
790752
105433.7
(a) Hire and labour charges for shuttering with centering & necessary Stagging upto 4m. using stout props and thick hard wood planks of approved thickness with required pracing for concrete slabs, beams, columns, lintels, curved or streaight including fitting, fixing and staiking out after completion of works. (b) 25 mm to 30 mm shuttering with Stagging
463.8
185891
400.8
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement
(ii) 25 mm. thick
43.8
14861
339.3
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/Stagging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
b) With 1:4 cement mortar (20 mm thick)
417.6
100683
241.1
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.(inner walls)
208.3
8186
39.3
Labour for Chipping of concrete surface before taking up
Plastering work.
208.3
4374
21
Supplying, fitting and fixing G.I. pipes of TATA make 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, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint 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. Payment for painting will be made seperately)
ii) 65 mm dia. medium quality
42
36867
877.8
Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).
(iv)65 mm dia
7
36304
5186.3
Supplying, fitting and fixing in position R.C.C. Manhole/ pit cover of approved make with rim of approved make (Heavy type) ii) 560 mm dia.
7
3123
446.2
Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm. thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per ;direction of the EIC.
17.4
22278
1280.4
Construction of RCC Zonal Tank with provision of Wash out , including plaster, artifical flooring and neat cement punning. 50 H.H. Total : 39 Nos. Under
Block : Pulbazar District : Darjeeling
-
-
-
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.
Depth of excavation not exceeding 1,500 mm.
339.7
40526
119.3
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)
With earth obtained from excavation of foundation.
113.2
8773
77.5
Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.
563.2
28160
50
Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size.
84.6
107611
1272
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) (N.B variety stone metal)
56.2
335581
5971.2
Controlled Cement concrete with well graded stone chips (20 mm graded 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 .
(ii ) N.B. Variety (Stone Metal)
414.2
3389398
8183
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
JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL
49.1
5176794
105433.7
(a) Hire and labour charges for shuttering with centering & necessary Stagging upto 4m. using stout props and thick hard wood planks of approved thickness with required pracing for concrete slabs, beams, columns, lintels, curved or streaight including fitting, fixing and staiking out after completion of works. (b) 25 mm to 30 mm shuttering with Stagging
2964.8
1188291
400.8
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement
(ii) 25 mm. thick
351
119094
339.3
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/Stagging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
b) With 1:4 cement mortar (20 mm thick)
2668.4
643351
241.1
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.(inner walls)
1380.6
54257
39.3
Labour for Chipping of concrete surface before taking up
Plastering work.
1380.6
28992
21
Supplying, fitting and fixing G.I. pipes of TATA make 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, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint 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. Payment for painting will be made seperately)
ii) 65 mm dia. medium quality
234
205405
877.8
Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).
(iv)65 mm dia
39
202265
5186.3
Supplying, fitting and fixing in position R.C.C. Manhole/ pit cover of approved make with rim of approved make (Heavy type) ii) 560 mm dia.
39
17401
446.2
Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm. thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per ;direction of the EIC.
90.9
116388
1280.4
Construction of RCC Break Presure Tank with provision of Wash out , including plaster, artifical flooring and neat cement punning. 10 H.H. Total:40 nos. Under Block : Pulbazar District : Darjeeling
-
-
-
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.
Depth of excavation not exceeding 1,500 mm.
36.6
4366
119.3
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)
With earth obtained from excavation of foundation.
12.2
945
77.5
Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.
50.6
2530
50
Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size.
7.6
9667
1272
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) (N.B variety stone metal)
5.1
30453
5971.2
Controlled Cement concrete with well graded stone chips (20 mm graded 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 .
(ii ) N.B. Variety (Stone Metal)
37.3
305225
8183
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
JSW/JSPL/SHYAM/SRMB/BMASL/ ELECTROSTEEL/SSL
4.1
432278
105433.7
(a) Hire and labour charges for shuttering with centering & necessary Stagging upto 4m. using stout props and thick hard wood planks of approved thickness with required pracing for concrete slabs, beams, columns, lintels, curved or streaight including fitting, fixing and staiking out after completion of works. (b) 25 mm to 30 mm shuttering with Stagging
287.1
115069
400.8
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement
(ii) 25 mm. thick
22.5
7634
339.3
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/Stagging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
b) With 1:4 cement mortar (20 mm thick)
242.1
58370
241.1
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.(inner walls)
112.5
4421
39.3
Labour for Chipping of concrete surface before taking up
Plastering work.
112.5
2362
21
Supplying, fitting and fixing G.I. pipes of TATA make 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, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint 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. Payment for painting will be made seperately)
ii) 65 mm dia. medium quality
60
52668
877.8
Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).
(iv)65 mm dia
10
51863
5186.3
Supplying, fitting and fixing in position R.C.C. Manhole/ pit cover of approved make with rim of approved make (Heavy type) ii) 560 mm dia.
10
4462
446.2
Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm. thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per ;direction of the EIC.
16
20486
1280.4
Cost for Providing Functional House Hold Tap Connection Under
Block : Pulbazar District : Darjeeling
-
-
-
Providing FHTC from the existing Cl/Dl/uPVC/HDPE/Gl/AC distribution pipeline by installing 10 mm NB Gun-metal Ferrule conforming to IS 2692:1989 with latest amendments on the said pipeline with supply, fitting & fixing of all other accessories like saddle piece of required size to fit the existing distribution pipeline, specials, nut & bolts, rubber sheet, washers etc and supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PEIOO, PN16) pipe (average 15m length) with all necessary specials 1.0 metre below the ground connecting the ferrule including cutting trenches in all sorts of soil and filling up trenches as per direction of the Engineer-in-charge and upto a point just inside the premises of the household or as directed by EIC. Supply and installation of a 15mm dia. alloy iron Bib Cock (tested to 21 Kg/cm2) above 1.0 Mtr. from ground, an alloy Stop Cock of 15 mm dia. with brass spindle (tested to 21 Kg/cm2) to be fitted in a position as directed by E.I.C. G.l pipe of TATA make (medium duly) of 2 metre length with all necessary specials to continue from the end of the HDPE/PVC pipe and upto 1.0 m above ground within the premises of household.
Note :
1. PVC pipe shall of Schedule 80 (medium duty) conforming to ASTMD -1785 and threaded to match with Gl Pipes as per IS : 1239 (Part - l).
2. Rate is exclusive of supply and delivery of 10mm NB gun-metal Ferrule.
3. Payment of supply & laying of 15mm NB PVC (schedule 80)/20mm OD HOPE (PEIOO, PN16) pipe with all necessary specials 1.0 metre below the ground will be made on actual measurement basis. The rate of this item is Rs. 117/- er meter.
1620
5917536
3652.8
Collection of House Hold Details at Prescribed Format through Mobile App / Hard Copy including Geo- Reference as dirtected by IEC and Submission of the same to PHE Dte in soft copy.
1620
45360
28
Making Village Road (average 3 mtr width) crossing by horizontal Auger boring for accomodation of laying of average 3 (three) no.s. 150 mm dia GI pipes for FHTC or asper directioning Engineering-in-Charge.
810
152280
188
Construction of platform of size 600mm x 600mm (inner dimension) having 125mm RCC (1:1.5:3) support for providing FHTC as per relevant drawing (Dwg. No. PC1/PLATFORM FOR FHTC /13/2022), Specification and as per direction of Engineer-in-Charge
b) For entire North Bengal
1620
3306744
2041.2
Gun Metal Ferrule of Nominal Size 10mm dia. Shall
conform to IS: 2692: 1989
1620
867024
535.2
Cost For Structure Design and Drawings of Civil Iteam's. (@0.63% of Required civil iteam cost) Under
Block : Pulbazar District : Darjeeling
-
-
-
Structure Design and Drawings of Civil Iteam's.
1
1246433
1246433.8
Cost of Sub Soil Investigation for Intake Site & all GLR Site Location Under
Block : Pulbazar District : Darjeeling Total: 5 nos
-
-
-
Mobilisation charges of all tools and plants along with accessories, materials labour, super vision etc. at site of work required in connection with boring and testing work including setting up boring rig and shifting to different bore hole points etc. and also including with drawal of the same form the site after completion of work complete as per direction of Engineering-in-charge.
Detailed Investigation.
3
81000
27000
Labour for making boreholes of 150mm to 250mm dia. By any standard method to any depth below ground level /Bed level in all kinds of soil like clay, sand, stiff clay, mixed soil etc. except rock (for the purpose of collecting disturbed and undisturbed soils samples conducting standard penctration test at suitable intervals etc.) including preparation and submission of bore log as per IRC: 75 and 78 and C 12400 of specification for road and bridge works published by IRC and also including in charges, of tools and plants complete as per direction of E.I.C.
When drilling mud “Bentonies of Suitable consistency is used to prevent collapse to before hole, for 3 No. Bore holes.
a) Depth 0 M to 10 M
90
27900
310
b) Depth greater than 10 m and upto 20 m
90
34200
380
c) Depth greater than 20 m and upto 30 m
90
40500
450
d) Depth greater than 30m. and upto 40m
90
45000
500
Field investigation Collection of from the bore hole.
(i) Undistrubed
42
15960
380
(ii) Distrubed
42
5460
130
(iii) Standered Penetration test (STP) by split
0.00 - 10.00 M
42
15960
380
10.00 - 20.00 M
42
21000
500
20.00 - 30.00 M
42
26040
620
Performing laboratory test on disturbed / undisturbed soil samples as per standard procedure including tabulation of test results in prescribed proforma as per direction of E.I.C. for details Investigation.
a) Liquid limit as per I.S.- 2720(Part-V)
36
13680
380
b) Plastic limit as per I.S.- 2720(Part-V)
36
13680
380
c) Grain size analysis by sieving as per IS-2720 (Part-IV)
36
20520
570
d) Grain size analysis by Hydrometre method as per IS-2720 (Part-IV)
36
27000
750
e) Determinantion of water content as per IS-2720 (Part-II)
36
5400
150
f) Determinantion of Specific gravity as per IS-2720 (Part-III)
36
18000
500
g) Direct shear test as per IS-2720 (Part-XIII)
24
14880
620
h) Determinantion of Unconfined compression strength as per IS-2720 (Part-X) (i) Undisturbed.
18
13500
750
i) Remoulded
18
17820
990
Conducting plate load test as per IS 1889 to determine soil properties.
4
200000
50000
J) Triaxial Shear Test
a) Determination of shear strength parameters of a specimen tested in unconsolidated undrained tri-axial cpmpression without measurement of pore water pressure as per IS-2720 (Part XI)
36
35640
990
Preparation of submission of report in six copies given all relevant information data like site plan, bore log and water table, collection, test result discussion suggestion and recommendation in respect of suitable foundation etc. including determination of site factor calculation of foundation including analysis of bearing capacity and settlement in bund and presentable from complete as per direction E.I.C. a) Detailed Investigation.
3
40500
13500
WTP ELECTRO-MECHANICAL FOR PROPOSED SURFACE BASED PIPED WATER SUPPLY SCHEME FOR DARJEELING PULBAZAR PUMPING –III Supply and installation of Electro mechanical components of 2.5 MLD WTP all complete. The item of works shall include the followings:
1. Stilling Chamber cum intel well and Par shall Flume (1 no): Supply and installation of Motorised inlet and outlet valves with provision for auto/manual operation (with valve operating platform) and dismantling joints and piping, Utility water pipes, valves, hose valves with rubber hose for wash down and cleaning of tanks, Metal works including handrails, step irons, steel ladders, valve operating platforms etc, Bypass pipe with valves, fittings and specials, Motorised drop gate/sluice gates, with provision for auto/manual operation, at the exit of Par shall flume.
Minimum size of the units shall be: A)Stilling Chamber cum Inlet well - 5 m dia with 3.5m SWD + 0.5mFB B) Par shall flume I) Length of upstream 5m Length of downstream 2.5m. II) Width of upstream 0.5m Width of downstream 0.5m III) SWD of upstream 0.495m +0.910m FB SWD of downstream 0.3m + 0.613m FB 2. Flash Mixer (2 no): Supply and installation of Agitator/Flash Mixers complete with motor assembly, reduction gear, base frame etc, Motorised inlet and outlet valves with provision for auto/manual operation (with valve operating platform) and dismantling joints and piping, Draining pipe with motorised valves with provision for auto/manual control, connecting pipes, specials, fittings for draining to sludge collection sump, Utility water pipes, valves, hose valves with rubber hose for wash down and cleaning of tanks, Metal works including handrails, step irons, steel ladders, operating platforms etc. (Min. Size of Flash Mixer shall be 1.5 m diameter 1.73 m SWD +0.3m FB) 3. Inclined Plate Settler (1 no) Inclined Plate Settler Assembly alongwith flocculators including support, clips, etc, Metal works including handrails, step irons, steel ladders, operating platforms etc. (Min. size of each Flocculator (1no)shall be 4.3m x 4.3m x 3.5m WD +0.5m FB free board and Min. size of each Inclined Plate Clarifier shall be 4.5 m x 4.5 m x4m SWD + 1m FB free board). 4. Supply and installation of Telescopic sludge bleeding arrangement, Bottom Sludge scraping arrangement complete with motor assembly, reduction gear, scraper blades etc,Sludge extraction piping with motorised isolation valves, fittings, Inclined SS Plates for Plate settler with holding arrangement in the clarification Zone and specials, dismantling joints, including extraction header pipes 5. Supply and installation of Clarified Water collector arrangement including weir plates. 6. Supply and installation of Utility water pipes, valves, hose valves with rubber hose for wash down and cleaning of tanks 7. Rapid Sand Filters (2 nos), one working of one stand by , gallery and Filter Annex Building Filter Sand and Supporting gravel pack, Under drain systems with filter nozzles, Wash water drain troughs, Motoried inlet gates or valves with provision for auto/manual control, Motorised Filtered water outlet valves with provision for auto/manual control, Motorised wash water drain gates or valves with provision for auto/manual control, Motorised Air Scour valves with provision for auto/manual control, Filtered water Flow meters (ROF and LOF) with provision for relay of the data, All necessary valves for filter drain and Air release with motorised control and provision for auto/manual control, Piping including fittings, dismantling joints and specials, Backwash water flow measuring and control system including flow control valve and associate piping, Sump drain pumps with piping, Utility water pipes, valves, hose valves with rubber hose for wash down and cleaning of tanks, Metal works including handrails, step irons, steel ladders etc (Min. size for Filter bed Linner Size 8m x10 m and 3m x 4m Filter annex building ) 8. Supply and installation of Air Blower of required capacity along with silencer, motor, filter bed, suction filter, NRV, discharge isolation valve, V-belt and pulley, acoustic hood, pressure gauge, pressure switch and common base frame etc. 9. Supply and installation of Miscellaneous equipment including ventilation system, fire extinguishers etc. 10 Supply and installation of EOT monorail hoist with accessories for handling of blower system. 11 Chemical House: Supply and installation of Mixer of Alum mixing/storage tank with Alum dilution trays, Chemical transfer/dosing pumps for Alum solution with suction/delivery pipes, valve,fittings and specials , Alum dosage chambers with pipes, motorised valves, fittings and specials, Alum dosage pipes, motorised valves, fittings and specials from the chemical house to dosage point with a difiuser, Polymer solution preparation and dosage pump with suction and delivery pipes, motorised valves, fittings and specials, Polymer dosage pipes, motorised valves, fittings and specials from the chemical house to dosage points with diffusers, All other pipes, motorised valves, fittings and specials for utility water supply, overflow and drain in the chemical house, Sump drain pumps with piping, Metal works including handrails, step irons, steel ladders, hatches, Ventilation, fire extinguishers, dust collectors, exhaust fans of lime powder feeding, Weighing Machine of 1000 kg capacity etc. as per technical specification and requirements all complete. (Min. size for accommodation adequate capacity of solution &storing tank of alum and PE & sodium hypochlorite solution),Min Size of chemical house 8m x 16m 12. Filter Backwash arrangement: Supply and installation of Horizontal Centrifugal pumps (1 no) including motors and piping for pumping to Overhead reservoir, Horizontal pumps including motors and piping for surface wash of filter beds and clariflocculator and motorized inlet gate or valve with provision of auto/manual handling, dismantling joints, specials and piping, Metal works including handrails, step irons, steel ladders etc. as per technical specification and requirements all complete. 13.Sludge sump cum Pump House: Supply and installation of Motorised inlet gate or valve with provision of auto/manual handling, dismantling joints, specials and piping, Metal works including handrails, step irons, steel ladders etc. , Horizontal centrifugal pump (2 nos) and motor with motorised valves, dismantling joints, pipings,fittings etc for conveyance of sludge to Sludge Lagoon, as per technical specification and requirements all complete Min Size of Sump 5 m dia x 4 m depth & 0. 3m FB 14 Plant piping: Supply and installation of Interconnection pipe between inlet chamber, flash mixing tanks including pipes, fittings, dismantling joints, and specials, Interconnection between flash mixing tanks and Clariflocculator including pipes, fittings, dismantling joints and specials, Interconnection between Clariflocculator and clear water reservoir including pipes, fittings, dismantling joints and specials, Interconnection between rapid sand filters and clear water reservoir including pipes, fittings, dismantling joints and specials, Sludge drain pipe between the treatment units upto Sludge holding tanks including pipes, specials, dismantling joints, Interconnecting pipes between Sludge Sump, sludge Lagoon as per technical specification and requirements all complete. 15. Supply and installation of Pre Chlorination system at WTP Sampling table complete with pumps, pipelines, valves etc, Sampling pumps with piping from sampling points to laboratory 16. Supply and installation of Air conditioning, ventilation system along with rain protection cowl and bird screen, firee xtinguishers etc 17. Supply and installation of Furniture for Administrative Building, Chemical House (Laboratory furniture), Chlorination Building, Filter Annex Building, Staff Quarter, Guard Room . 18.Any other item and sub items not specified in the above but required to complete the works and guided by the plant layout provided.
Note:The payment breakup shall be decided later on with the L1 bidder after finalisation of the contract.
1
12177615
12177615
SUPPLY, DELIVERY & INSTALLATION OF PUMPING MACHINERY & ALLIED ACESSORIES AT PROP.GLR-1(AT WTP) FOR WATER SUPPLY SCHEME OF PULBAZAR PUMPING-III, BLOCK- DARJEELING PULBAZAR, DISTRICT: DARJEELING, W.B (MECHANICAL)
-
-
-
Supply, Delivery, Installation, Testing & Commissioning of 68 cu.m/hr & Head not less than 405 m, Horizontal Multistage Pump - Motor set with all req. accessories with suitable motor, 415 V, 50 Hz.
2
10113561
5056780.58
Supply, Fabrication, installation, testing & Commissioning of flanged/ plain ended MS pipe made from MS sheet of relevant IS specification (bends, Enlarger, reducers, fittings, specials, flanges,bolts, nuts, gaskets,etc as required to complete the installation) for Delivery & Common Manifold, providing washout arrangement, Jointing the MS to DI Lines (Not less than 12 mm thickness sheet.)
1
502964
502964
Supply, delivery, Installtion, Testing and Commissioning of suitable DI Valves & Joints (i.e Butterfly Valve, NRV, DJ,etc.) for Delivery & Common Manifold.
1
1584093
1584093.13
Providing, Installation, Testing and Commissioning of Pressure gauges & Pressure Transmitter
1
163260
163260.52
Supplying, Installation, Testing and Commissioning of Electromagnetic Flow Meter of 100 mm dia for HSC Pump Manifold.PN rating 600 class
1
384831
384831.08
Supply, delivery, Installation, Testing & Commissioning of Level Monitoring system for CWR/Sump/ Well.
1
113963
113963.85
Supply, Installation, testing & commissioning of Vaccum Pump for priming of High Head pumps as per the requirement with all piping accessories
1
156009
156009
Supply, delivery, Installation, Testing and Commissioning of Dewatering Pump set (1W+1S) with all accessories complete.
1
318368
318368.24
Supply, delivery, Installation and commissioning of 6.5 M.Ton capacity EOT Crane complete in all respect including testing, certification and as per NIT and tender specifications
1
1935924
1935924.38
Supplying, Installation, testing & Commissioning of Chlorination for Automatic/Manual Gaseous chlorination unit by 2x5 kg/hr. auto cum manual with chlorinator accessories chlorine analyser,tonner(900 kg), safety kit and allied accessories all complete with EOT crane including neutralization arrangement.
1
7872826
7872826.4
Supply, delivery , Installation, Testing and Commissioning of suitable 12 kV, 800 Amp, 26.3 KA for 3 sec, 3 Panel VCB Switchboard with following: I/C Feeder - 1 No, O/G Transformer Feeder - 2 Nos.
1
3068257
3068257.5
Supply, Installation, Testing & Commissioning of 630 kVA, 11 kV/0.433 kV, 3 phase, 50 Hz, ONAN type transformer as per specifications and NIT.
2
6677112
3338556.38
Supply , installation , testing & commissioning of Float cum boost charger suitable for 415V with variation 10% , 50 HZ , single phase/3-phase input & 24/48/110 Volt DC. and Battery Bank of minimum 100 AH capacity comprising SMF/VRLA batteries, MS stand, interconnect wiring etc as required complete in all respect
1
417743
417743.26
SITC of 415 V, 3 phase 4 wire, 50 HZ, LT PDB Panel as per specification :
1
2805264
2805264
SITC of 415 V, 3 phase 4 wire, 50 HZ, LT PMCC for CWPH Panel as per specification :
1
3638076
3638076.75
Supply, Delivery and Installation, Testing & Commissioning of Control Desk cum Instrumentation Panel for local operation of pumps & instruments
1
1884786
1884786.75
Supply, delivery, Installation, Testing & Commissioning of suitable Earthing Systems, etc
1
451286
451286.31
Supply, delivery, Laying, Testing & Commissioning of suitable Cable (H.T Cables ).
1
2205046
2205046.8
Supply, delivery, Laying, Testing & Commissioning of suitable Cable (L.T Cables).
1
5265620
5265620
Supply, delivery, Laying, Testing & Commissioning of suitable Cable (Control & Instruments Cables).
1
2747769
2747769.75
Supply, delivery and Installation of safety equipment
1
123040
123040.8
Supply, delivery and Installation of Perforated and Ladder type Cable tray, Panel base support etc. with all accessories & complete job.
1
724235
724235.27
Providing and fixing in position lightening arrester set
1
35043
35043.95
SITC of Ventilation System for Pump House & Panel Room
1
173086
173086.5
Illumination of Pump House & Panel room incl. supplying fitting, fixing all complete.
1
171655
171655.9
Outdoor illumination for Compound lighting, including supplying, fixing all complete.
1
414073
414073.6
Supply, delivery, Fabrication & Installation of valve & pipe support, operating platform, walkway etc. with all accessories & complete job.
1
1144271
1144271.85
Pre-commissioning test including High/Medium Pressure test of the equipemets as per standard.
1
115000
115000
Performance test for (72 hours) including DOE clearance.
1
115000
115000
Trial Run for (three) months after successful commissioning of the whole installation as per specification and direction of the EIC.
1
353349
353349
SUPPLY, DELIVERY & INSTALLATION OF CHLORINATION SYSTEM & LIGHTING WORK AT GLR-2 LOCATION FOR WATER SUPPLY SCHEME OF PULBAZAR PUMPING-III, BLOCK- DARJEELING PULBAZAR, DISTRICT: DARJEELING, W.B
-
-
-
Supply,delivery and Installation at site of automatically controlled diaphargm type Chlorinator dosing pump with flow rate 100 LPH and maximum pressure of 10 kg/CM2 with all accessories for pump & motor, foundation bolt, suction and discharge flange and with storage tank of dosing solution of 100 Ltr. Capacity and the primemover to be coupled with pump of 0.5 H.P., 3 Phase, 1450 RPM, squirrel cage TEFC induction motor, Motor will be IE3. N.B. :1) T.C. & G.C. of pump & motor should be submitted at the time of delivery.
1
92936
92936.1
Internal lighting work for Chlorinator room including supply and fixing of all lighting materials and luminaires
1
115414
115414
Compound lighting work at GLR location including supply and fixing of all lighting materials and luminaires
1
173000
173000.25
Providing Engineering consultancy services ,supervisionof Turnkey works including project monitoring cost (0.63% of the EM component)
1
353158
353158.3
Annual Operation maintenance Cost for three (03) years, including consumables, salary of manpower engaged , security and other incidental charges of the entire project (excluding the trial run period of EM components)
1
16240900
16240900.29
ADD GST @18 %
1
97445436
97445436.05
ADD CESS @1%
1
6554030
6554030.28
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