Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Civil And Construction
Excavation
Eprocure
Opening Date27 Oct 2023
Closing Date11 Oct 2023
Tender Amount₹ 53,41,328
Costs
EMD
₹ 1,07,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Re-excavation Of Rajkrishna Pond
Description
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Contact
Tender Id
2023_DPUA_578059_4Bid Award Id
ViewTender No
e-NIT No. 11/PUP/EC/BNK of 2023-24Tender Authority
Department Of Paschimanchal Unnayan Affairs ViewPurchaser Address
-Website
http://http://www.pupwb.org/
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Documents
BOQ Items
Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work)
5330.4
602335
113
Excavation in soft weather rock / solt laterite rocks for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
1776.8
239868
135
Extra rate where land is to be arranged by the contractor on item no. 1, 2 & 3 for disposal of spoils.
10660.8
117268
11
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(ii) With pumping out water excluding shoring
40.5
4617
114
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge
11.7
5453
466.14
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A. PCC Grade M20
23.76
135515
5703.52
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
b) 20 mm thick plaster
18
2754
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
18
612
34
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
(F) 600 mm dia (Double Row)
60
188606
3143.44
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.
56.81
6775
119.27
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)
13.66
5126
375.21
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
91.08
26777
294
Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
30.35
144750
4770
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
81.58
367517
4505
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
189.5
28425
150
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
68.2
2318
34
White washing including cleaning and smoothening surface thoroughly.
(c) Three coats (on new works only).
136.8
2737
20.01
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
0.81
7332
9053
Add GST @ 12.00%
4721824.83
566618
0.12
Add Labour Welfare Cess @ 1.00%
5288443.81
52884
0.01
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