Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Excavation
Agriculture or Forestry Works
Eprocure
Opening Date30 Sep 2024
Closing Date2 Dec 2024
Tender Amount₹ 70,40,758
Costs
EMD
₹ 1,40,815Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Et/10/se/gta Circle /phe Dte.of 2024-25 (sl. No. 44)
Description
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Contact
Tender Id
2024_PHED_758895_44Tender No
eT/10/SE/GTA CIRCLE /PHE DTE.OF 2024-25 (SL. NO. 01 to 95)Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
PWD(WB) Bld Wrk, Pg No42-It. No 36 (a)
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of
ground floor)
-
-
-
a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of
Engineer-In-Charge.
32.55
13046
400.8
PWD(WB) Bld Wrk, Pg No 24-It. No 4 (b) = 3rd Corrigenda Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal
size) excluding shuttering and reinforcement,if any, in gound floor as per
relevant IS codes.
(b) River bazree
6.3
38729
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 IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineering 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] (b) M 30 Grade
9.1
74465
8182.99
Addendum no. 2/2022/JJM/PHED It. No. 1
Reinfored for reinfored concrete work in all sorts of structures including distribution bars, stirrups, binders etc intial striaghtening amd removal of loose reust (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 drwaing and direction
-
-
-
(i) Tor steel/Mild Steel
II. Other than SAIL/ TATA/RINL
1.15
121248
105433.7
PWD(WB) Bld Wrk, Pg No 189-It. No 1 (iii) (a) = 3rd Corrigenda Plaster ( to walls, floor, ceiling etc.)with sand and cement morter including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throsting,nosing and drip course where necessary (ground floor).With 1:3 cement morter, 20 mm.
thick plaster.
21.25
5763
271.2
PWD(WB) Bld Wrk, Pg No 192-It. No 15
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
21.25
867
40.8
INTAKE CHAMBER FOR PWS SCHEME FOR SEPOY DHURA TEA GARDEN IN KURSEONG BLOCK WITHIN DARJEELING DISTRICT.
-
-
-
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
147.5
2138
14.5
PWD(WB) Bld Wrk, Pg No 1-It. No 1 A 2(a)
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.
156.05
18612
119.27
(A) Filling in foundation or plinth by fine 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)
11.4
20117
1764.73
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.
40.3
1160
28.8
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(B) With N.B. Variety stone metal.
-
-
-
(a) 1:3:6 proportion
11.65
69564
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 Engineering 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] (b) M 30 Grade
12.75
104333
8182.99
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)
-
-
-
a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of
Engineer-In-Charge.
177
70941
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 intersection, complete as per drawing and direction.
(a) For works in foundation and upto roof of ground floor/upto 4 m
-
-
-
(i) Tor steel/Mild Steel
II. Other than SAIL/ TATA/RINL
1.9
200324
105433.7
PWD(WB) Bld Wrk, Pg No 27-It. No 11 (i)
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.
(i) (1:3:6) proportion
98.32
389819
3964.8
SEDIMENTATION TANK FOR PWS SCHEME FOR SEPOY DHURA TEA GARDEN IN KURSEONG BLOCK WITHIN DARJEELING DISTRICT.
-
-
-
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)
147.5
1622
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.
-
-
-
(a) Depth of excavation not exceeding 1,500 mm.
221.25
26388
119.27
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 basis of measurement of finished quantity of work). With earth obtained from excavation of foundation
139.7
10832
77.54
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.
38.8
1117
28.8
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(B) With N.B. Variety stone metal.
-
-
-
(a) 1:3:6 proportion
19.1
114049
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 & job mix formula. In Ground floor & foundation. (M 30 Grade)
20.8
170206
8182.99
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of
ground floor)
-
-
-
a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of
Engineer-In-Charge.
161.25
64629
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 intersection, complete as per drawing and direction.
(a) For works in foundation and upto roof of ground floor/upto 4 m
-
-
-
(i) Tor steel/Mild Steel
3.6
379561
105433.7
Plaster (to wall, floor, ceiling etc.) with cement and sand mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding / staging where necessary (Ground floor) [Excluding cost of chipping over concrete surface].
-
-
-
i) 20 mm. thick out-side wall plastering with cement mortar (1:6).
148.75
33201
223.2
Neat cement punning average 1.5 mm. thick in wall dado, window
sills etc.
148.75
6069
40.8
a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification [Cement to be supplied by the Department]
151.3
16340
108
PWD(WB) Bld Wrk, Pg No 27-It. No 11 (i)
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.
(i) (1:3:6) proportion
187.36
742844
3964.8
LAYING OF GRAVITY MAIN FOR PWS SCHEME FOR SEPOY DHURA TEA GARDEN IN KURSEONG BLOCK WITHIN DARJEELING DISTRICT.
-
-
-
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 seperat
-
-
-
50 mm dia. medium quality
156
111196
712.8
80 mm dia. medium quality
986
1064643
1079.76
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.
45.22
5393
119.27
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 basis of measurement of finished quantity of work).
With earth obtained from excavation of foundation
45.22
3506
77.54
PWD(WB) Bld Wrk, Pg No 27-It. No 11 (i)
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.
(i) (1:3:6) proportion
50.31
199469
3964.8
160 NOS OF CONSTRUCTION OF THRUST BLOCK FOR PWS SCHEME FOR SEPOY DHURA TEA GARDEN IN KURSEONG BLOCK WITHIN DARJEELING DISTRICT.
-
-
-
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.
44.94
5359
119.27
Providing & Labour for laying 150 mm. to 200
mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy
clay or earth.
100.8
6451
64
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)
-
-
-
a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of
Engineer-In-Charge.
590.4
236632
400.8
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal
size) excluding shuttering and reinforcement,if any, in gound floor as per
relevant IS codes.
(b) River bazree
76.97
473160
6147.5
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
(a) For works in foundation and upto roof of ground floor/upto 4 m
-
-
-
(i) Tor steel/Mild Steel
6.4
674775
105433.7
PIPE SUPPORT ALONG ALIGNMENT OF 65 NOS FOR PWS SCHEME FOR SEPOY DHURA TEA GARDEN IN KURSEONG BLOCK WITHIN DARJEELING DISTRICT.
-
-
-
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.
99.05
990
10
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.
75.38
8989
119.27
(A) Filling in foundation or plinth by fine 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)
2.68
4720
1764.73
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of
ground floor)
-
-
-
a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of
Engineer-In-Charge.
98.03
39288
400.8
PWD(WB) Bld Wrk, Pg No 26-It. No 10 (ii), 3rd Corrigenda 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. (b) River bazree
22.8
158417
6948.12
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
(a) For works in foundation and upto roof of ground floor/upto 4 m
-
-
-
(i) Tor steel/Mild Steel
2.03
213503
105433.7
Add GST @18%
1
1063380
1063380.18
Add CESS @1%
1
69710
69710.48
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