Public Works Department Tender
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Costs
EMD
₹ 98,968Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Construction Of Innovative Water Supply Scheme Based On Existing Cherra At Petramura Under Badlabari V.c In/c Construction Of 5000 Gallon Rcc Clear Water Reservoir
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEDWS_55972_1Tender No
43/EE-KLP/PWD(DWS)/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –
All work upto plinth level:
-
-
-
... More
1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)
4.73
9872
46695
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
All work upto plinth level:
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
6.3
12581
79260
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.38
13894
5280
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
6.1
13581
82850
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
Foundations, footings, bases for columns etc. for mass concrete with steel formwork
32.86
318
10466
... More
Walls (any thickness) including attached pilasters,
buttresses, plinth and string courses etc. Using shuttering ply
54.94
370
20328
... More
Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
2.5
539
1348
... More
Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
25
483
12075
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
... More
Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
1932.75
78
151141
... More
12 mm cement plaster of mix
-
-
-
... More
-In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
90.16
174
15760
... More
Neat cement punning.
90.16
45
4066
... More
Providing and fixing G.I pipes of medium class as per IS: 1239 with latest Amendment complete with G.I fittings in/c trenching and refilling, cutting And making good the walls etc. as per chapter 20 of CPWD specification and direction of the engineer – in – charge.
A). External work
-
-
-
... More
i) 100 mm dia nominal bore
100
1269
126910
... More
Providing and placing rapid gravity filter sand having effective size of 3.00 mm to 25 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, West Bengal as per specification and the direction of the Engineer - in-charge.
1.5
23842
35764
... More
ANNEXURE-II(Construction of ground level clear water reservior in/c pump house.
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
All kinds of soil
225
7
1575
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
All kinds of soil
150
134
20235
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil
30.27
169
5131
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
All kinds of soil
10.09
120
1214
... More
Supplying and filling in plinth, under floor, foundations etc. With sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
1.7
887
1509
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –
All work upto plinth level:
-
-
-
... More
i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)
1.7
9512
16171
... More
ii) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.04
12460
498
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
All work upto plinth level:
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 32graded stone aggregate 20 mm nominal size)
3.19
12581
40133
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
a) In walls (any thickness), including attached pilasters, buttresses, piers, abutments etc.
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
6.4
13581
86924
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
3.59
13894
49882
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
4.55
268
1223
... More
ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
58.2
370
21534
... More
iii) Suspended floors, roofs, landings, balconies and access platform with timber planks
12.57
464
5836
... More
iv) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
9.71
317
3085
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
... More
Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
2000
78
156400
... More
First class brick work in foundation and plinth including cost of all materials as required complete:-
-
-
-
... More
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.34
8888
11910
... More
Half brick works with First class bricks in super structure upto floor five level including cost of all materials as required complete:-
-
-
-
... More
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
21.56
1363
29388
... More
12 mm cement plaster of mix :
-
-
-
... More
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
253.02
174
44228
... More
Neat cement punning.
63.4
45
2859
... More
White washing with lime to give an even shade. i) Two or more coat
80.59
21
1717
... More
Finishing walls with textured exterior paint of required shade of approved brand and manufacture on old work ( one or more coats ) including preparation of surface as required complete as per direction of the Engineer in charge.
80.59
190
15385
... More
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:
-
-
-
... More
i) In stringers, treads, landing etc. of stair cases including use of chequered plate wherever required, all complete
300
95
28620
... More
ii) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete
200
113
22760
... More
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
242.79
61
14932
... More
Providing and fixing CI sluice valve Class 1 with cap complete with bolts, nuts, rubber insertions etc (the tail piece if required will be paid separately) as per chapter 20 of CPWD specification and direction of engineer in charge
i) 150 mm dia.
1
6967
6967
... More
Providing and fixing G.I pipe medium class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.
A. External works
-
-
-
... More
i) 150 mm dia nominal bore
20
1533
30676
... More
Supplying and fitting fixing of single phase motor set 2HP, head (as per requirement),160 to 220 V, 50hz At Various location in/c. trail run as per specification and direction of the Engineer-in-charge.
1
21467
21467
... More
Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
12
401
4820
... More
Supplying and fitting fixing of single phase motor starter panel unit 3.0 HP / 2.0 HP capacity comprise with 2 pole unit conductor, over load rely, capacitors, volt meter, amp meter of BCH/L&T make with necessary copper wire etc. complete as per direction of the Engineer-in-charge
1
4407
4408
... More
Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge. i) 2.50 sq mm
20
137
2750
... More
ANNEXURE-III(Construction of SSF).
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
All kinds of soil
190
134
25631
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
124.03
169
21023
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
All kinds of soil
82.69
120
9948
... More
Supplying and filling in plinth, under floor, foundations etc. With sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
1.58
887
1402
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –
All work upto plinth level:
-
-
-
... More
i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
2.36
9872
23298
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
All work upto plinth level:
-
-
-
... More
i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.6
12581
32711
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
9.08
13581
123324
... More
Extra for providing and mixing water proofing
material in cement concrete work in doses by weight of cement as per manufacturer's specification
142
61
8733
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
Foundations, footings, bases for columns etc. for mass concrete with timber plank
3.11
318
991
... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
85.69
370
31705
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
-
-
-
... More
Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
920
78
71944
... More
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
-
-
-
... More
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.84
1187
2186
... More
12 mm cement plaster of mix
-
-
-
... More
Cement mortar 1 : 4 (1 cement : 4 fine sand)
79.11
174
13828
... More
Neat cement punning
79.11
45
3568
... More
Providing and fixing MS angle ( 50 x 50 x 5 mm) to act as nosing with lugs of MS flat 10 x 5 mm, 100 mm long forked at end 60 cm apart ( minimum three lugs to be provided ) including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete.
1149.12
107
123186
... More
Providing and fixing G.I pipe medium class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.
A. External works
-
-
-
... More
i) 65 mm dia. Nominal bore
2
685
1372
... More
ii) 100 mm dia. Nominal bore
3
1269
3807
... More
iii) 15 mm dia. Nominal bore
6
236
1418
... More
Providing, fixing and laying rigid UPVC pipes conforming to IS: 4985 jointing with couplers, of same class conforming to IS :10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in -charge
A. Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
... More
vi) 110 mm OD
50
301
15085
... More
Providing and placing rapid gravity filter sand having effective size of 0.50 mm to 1.00 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, West Bengal as per specification and the direction of the Engineer - in-charge.
4.25
22694
96452
... More
Providing and placing rapid gravity filter sand having effective size of 3.00 mm to 25 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, West Bengal as per specification and the direction of the Engineer - in-charge.
20-35 mm gravels :
1.71
23842
40771
... More
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i. 100mm dia
2
4559
9119
... More
ii. 150mm dia
A. PN-1.6
12
6967
83608
... More
Providing flanged joints to double flanged C.I / D.I. pipes and special including testing of joints as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i) 100 mm dia.
4
243
975
... More
ii) 125 mm dia.
6
260
1562
... More
iii) 150 mm dia.
30
303
9117
... More
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
a) 100 mm dia
3
1417
4252
... More
b) 125 mm dia
5
1735
8677
... More
c) 150 mm dia
20
1981
39634
... More
Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
ii) 100 mm dia
6
75
454
... More
ii) 125 mm dia
10
104
1040
... More
ii) 150 mm dia
40
141
5672
... More
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
A) D.I. all socketted Bend 90 degree
-
-
-
... More
i) 100 mm dia
4
1645
6583
... More
ii) 150 mm dia
12
2652
31824
... More
B). D.I. all socketted Bend 45 degree
i) 100 mm dia
2
1579
3159
... More
ii) 150 mm dia
4
2594
10378
... More
C) D.I. all socketted tee
i) 100 x 100 x 100 mm dia
2
2249
4499
... More
ii) 150 x 150 x 100 mm dia
14
3283
45969
... More
Providing corrugated G.S. sheet roofing including
vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
-
-
-
... More
11.1.2 0.63mm thick with zinc coating not less than 275gm/m2
21.72
859
18677
... More
ANNEXURE-IV(Providing and laying of GI/PVC pipeline).
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. B). For G.I. / C.I. / D.I. pipes in new work
-
-
-
... More
a). In all kinds of soil
i). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
2000
65
130600
... More
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS :10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
A) Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
... More
(i) 40 mm dia.
350
72
25480
... More
ii) 50 mm OD
1200
92
111000
... More
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
-
-
-
... More
(i) 40 mm dia.
4
134
536
... More
ii) 50 mm OD
6
157
945
... More
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
ii) 50 mm OD
3
86
260
... More
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
-
-
-
... More
v) 50 x 50 mm dia
8
217
1737
... More
Providing and laying of flexible PVC(confirming to IS: 7634) complete as per specification and direction of the Engineer-in-charge
-
-
-
... More
(a) 15 mm dia.
500
42
21350
... More
b) 20 mm dia.
250
48
12150
... More
Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.
-
-
-
... More
iii) 50 mm dia.
5
5608
28044
... More
Providing and fixing C.I non-return valve of approved quality as per chapter 20 of CPWD Specification and direction of the Engineer-in-charge.
-
-
-
... More
ii) 50 mm nominal bore
6
2888
17333
... More
Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in -charge
-
-
-
... More
iii) 40 mm dia nominal bore
3
703
2111
... More
iv) 50 mm dia nominal bore.
4
880
3522
... More
Providing and fixing CI (long handle) bib-cock as per chapter 20 of CPWD specification and direction of Eng-in-charge.
-
-
-
... More
a) 15 mm nominal bore
20
87
1754
... More
Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
... More
i) 15 mm Nominal bore
20
98
1970
... More
ii) 32 mm Nominal bore
20
301
6024
... More
iii) 40 mm Nominal bore
30
301
9036
... More
iv) 50 mm Nominal bore.
15
383
5751
... More
Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
... More
i) 15 mm Nominal bore
15
68
1032
... More
ii) 32 mm Nominal bore
20
90
1806
... More
iii) 40 mm Nominal bore
20
99
1984
... More
iv) 50 mm Nominal bore.
15
127
1905
... More
Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692 in/c boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
... More
a) 15 mm nominal bore.
20
326
6532
... More
Construction of masonry chamber 90x90x90 cm inside with 1st class brickwork in cement mortar 1:5 (1 cement : 5 river sand) for SV with chained RCC top slab 1:2:4 mix in/c necessary excavation foundation concrete 1:4:8 mix and inside plastering in CM 1:3 finished with a floating coat of neat cement as per standard design, CPWD specification and direction of engineer-in-charge.
A. with 1st class brick
2
14488
28976
... More
ANNEXURE-V(Construction of GL celar water reservior for distribution).
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
400
7
2800
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
All kinds of soil
144
134
19426
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
9.8
169
1661
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
All kinds of soil
6.53
120
786
... More
Supplying and filling in plinth, under floor, foundations etc. With sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
1.22
887
1083
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –
All work upto plinth level:
-
-
-
... More
i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)
1.53
9512
14554
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
All work upto plinth level:
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 32graded stone aggregate 20 mm nominal size)
2.9
12581
36485
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
a) In walls (any thickness), including attached pilasters, buttresses, piers, abutments etc.
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
6
13581
81491
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.18
13894
30290
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
3.16
268
850
... More
ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
63.2
370
23384
... More
iii) Suspended floors, roofs, landings, balconies and access platform with timber planks
14.5
464
6732
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
-
-
-
... More
Thermo-Mechanically Treated bars of grade Fe-500D or more
900
78
70380
... More
12 mm cement plaster of mix :
-
-
-
... More
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
151.65
174
26508
... More
Neat cement punning.
151.65
45
6839
... More
ANNEXURE-VI( Construction of compound wall with site development for approach road). Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil
309
169
52376
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
5.4
887
4793
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
-
-
-
... More
1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
80.1
9872
790755
... More
First class brick work in foundation and plinth
including cost of all materials as required complete:-
-
-
-
... More
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
27
8888
239987
... More
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-
-
-
-
... More
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
36
10136
364914
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level:
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
5.59
12581
70328
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
3
13894
41684
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
6.91
13581
93851
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
... More
Thermo-Mechanically Treated bars of grade Fe-500D or more.
1486.5
78
116244
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
Foundations, footings, bases for columns etc. for mass concrete with timber plank
64.56
268
17360
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
i) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
30
385
11556
... More
ii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
92.16
483
44513
... More
G.I barbed wire fencing 1.8 m high
-
-
-
... More
Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per MoRT&H Technical Specification clause 807.
50
523
26165
... More
Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
400
91
36480
... More
15 mm cement plaster on the rough side of single or half brick wall of mix:
-
-
-
... More
Cement mortar 1:4 (1 cement : 4 fine sand)
288
203
58579
... More
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface
complete.
-
-
-
... More
Water thinnable cement primer
288
37
10800
... More
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test
Certificate issued by the Manufacturer] :
-
-
-
... More
New work ( two or more coats applied @ 3.84 kg/10 sqm)
288
61
17712
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
-All kinds of soil
35.76
120
4302
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