Public Works Department Tender
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Costs
EMD
₹ 38,164Document Cost
₹ 1,000Tender Fee
Refer Documents
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
2023_CEDWS_39797_1Bid Award Id
ViewTender No
DNIeT No. 51/EE/DWS/DIVN/UDP/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
ii) 150 mm nominal bore
1
8931
8930.5
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 CPWD specification and direction of the Engineer - in - charge. i) 125 mm dia. A. PN - 1.0
1
5750
5749.5
ii) 150 mm dia. A. PN - 1.0
1
6976
6975.8
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 125 mm dia.
3
5560
1853.4
ii) 150 mm dia.
3
5962
1987.4
Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge. i) 150 mm dia
160
88016
550.1
ii) 125 mm dia
200
93360
466.8
Making road crossing by horizontal boaring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. A. By manual means
20
9336
466.8
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :' (i) With Second Class bricks
1
17903
17902.6
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 (300 x 0.30 x 0.30 x 0.075)= 2.025 cum
2.03
343
169.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) (300 x 0.30 x 0.30 x 0.075)= 2.025 cum
2.03
19991
9872.1
First class brick work in foundation and plinth including cost of all materials as required complete: i) In cement mortar 1:4 ( 1 cement : 4 fine sand ) 300 (0.30 x 0.30 x 0.45 - 3.142 x 0.075 x 0.075 x 0.3)= 10.559 cum
10.56
93853
8888.4
12 mm cement plaster of mix. i) In cement mortar 1:4 ( 1 cement : 4 fine sand ) 300( 4 x 0.30 x 0.45 + 0.3 x 0.3 - 2 x 3.142 x 0.075 x 0.075)= 178.396 Sqm
178.4
31184
174.8
Neat cement punning. 300( 4 x 0.30 x 0.45 + 0.3 x 0.3 - 2 x 3.142 x 0.075 x 0.075)= 178.396 Sqm
178.4
8046
45.1
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