Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date25 Jul 2024
Closing Date17 Aug 2024
Tender Amount₹ 47,83,579
Costs
EMD
₹ 95,672Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Bru Re-settlement In North Tripura
Description
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Contact
Tender Id
2024_CEDWS_51191_1Bid Award Id
ViewTender No
06/EE/DWS/KCP/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
4
45423
11355.7
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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 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size
6
72443
12073.8
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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- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
12
159670
13305.8
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Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
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a) 1 Foundations, footings, bases for columns etc. for mass concrete with timber plank
12
4007
333.9
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b) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
35
19950
570
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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 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.
-
-
-
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B. For G.I. / C.I. / D.I. pipes in new work
a. In all kinds of soil
-
-
-
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ii. For pipes exceeding 90 mm dia but not
exceeding 300 mm dia
1555
208059
133.8
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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.
-
-
-
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ii. 100 mm dia Ductile Iron Class K-7 pipes.
800
1488880
1861.1
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iii. 125 mm dia Ductile Iron Class K-7 pipes.
700
1594600
2278
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iv. 150 mm dia Ductile Iron Class K-7 pipes.
55
143110
2602
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Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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ii. 100 mm dia
146
13680
93.7
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iii. 125 mm dia
128
12570
98.2
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ii. 150 mm dia
10
1445
144.5
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Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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D.I. all socketted tee
-
-
-
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100 x 100 x 100 mm dia
3
8890
2963.3
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150 x 150 x 150 mm dia
1
5606
5605.6
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J) D.I. Flanged Socketted tail piece
-
-
-
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100 mm dia
4
7445
1861.2
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150 mm dia
2
5234
2617
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K) D.I. Flanged Spigotted tail piece
-
-
-
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100 mm dia
4
8196
2048.9
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150 mm dia
2
7186
3593.2
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A. D.I. all socketted Bend 90 degree
-
-
-
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ii. 100 mm dia
4
8669
2167.3
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ii. 150 mm dia
2
6990
3495
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B. D.I. all socketted Bend 45 degree
-
-
-
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ii. 100 mm dia
4
8323
2080.7
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ii. 150 mm dia
2
6837
3418.5
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Providing and fixing CI SLUICE valve 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
-
-
-
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iii. 100 mm dia. A. PN-1.6
4
22244
5561.1
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iv. 125 mm dia. A. PN-1.6
2
13324
6662.1
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iv. 150 mm dia. A. PN-1.6
2
16477
8238.6
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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.
-
-
-
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iii) 100 mm dia.
2
20635
10317.3
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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.
-
-
-
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ii) 100 mm nominal bore
2
15010
7504.9
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Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
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i) 15 mm Nominal bore
50
6550
131
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Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
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i) 15 mm Nominal bore
100
7860
78.6
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Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in -charge.
-
-
-
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ii. 15 mm dia 150 mm long
50
3430
68.6
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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.
-
-
-
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i)15 mm dia
50
5240
104.8
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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.
-
-
-
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a) 15 mm nominal bore.
50
19135
382.7
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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 :
A). With 2nd class bricks
8
163463
20432.9
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Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 500 m by manual means as per MoRD Technical Specification Clause 202
400
343680
859.2
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Laying flat brick soling on prepared subgrade (excluding the cost of bricks but including the cost of binding materials) according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412
100
6080
60.8
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Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. iii) Brick edging laid in full brick width
300
173730
579.1
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