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Costs
EMD
₹ 30,031Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_46114_1Tender No
DNIeT. No. 143/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
Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and the direction of the Er. -in -Charge A) By manual means.
30
18579
619.3
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. A) For UPVC pipes in new work .
a. In all kinds of soil. i) For pipes not exceeding 90 mm dia
400
35040
87.6
For pipes exceeding 90 mm dia but not exceeding 300 mm dia
400
42560
106.4
B) For G.I. / C.I. / D.I. pipes in new work a. In all kinds of soil .
i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
90
12042
133.8
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. A) For UPVC pipes in old work .
a. In all kinds of soil. i) For pipes not exceeding 90 mm OD
50
5035
100.7
For pipes exceeding 90 mm OD but not exceeding 300 mm OD
100
12240
122.4
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 6.0kg/cm2 i)40 mm OD
100
8980
89.8
ii) 90 mm OD
300
81420
271.4
iii) 110 mm OD
200
74420
372.1
iv) 140 mm OD
200
122560
612.8
Charges for 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. i) 100 mm dia
30
3900
130
ii) 150 mm dia
30
5631
187.7
iii) 200 mm dia
30
7368
245.6
Providing and fixing GI pipes of Medium class as per IS: 1239 with latest amendment complete with GI fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge.
A. External work.
i) 80 mm dia nominal bore
3
3066
1021.9
ii) 100 mm dia nominal bore
3
4399
1466.4
iii) 150 mm dia nominal bore
3
5795
1931.5
Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete(excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and 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 6.0kg/cm2 i) 90 mm OD
100
2660
26.6
ii) 110 mm OD
100
3230
32.3
iii) 140 mm OD
100
4130
41.3
Dismantling old C.I/D.I pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer-in-charge.
i) 100 mm dia
30
13674
455.8
ii) 150 mm dia
30
14094
469.8
ii) 200 mm dia
30
15390
513
Charge for dismantling PVC/HDPE pipe after necessary excavation of earth in/c washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering, etc. complete as per specification and direction of the Er. -in -Charge.
i) 90 mm dia
50
16840
336.8
ii) 110 mm dia
50
18000
360
iii) 140 mm dia
50
19740
394.8
Charge for dismantling PVC/HDPE pipe after necessary excavation of earth in/c washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required in layers not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming , watering, etc. complete as per specification and direction of the Er. -in -Charge.
i) 90 mm dia
50
11585
231.7
ii) 110 mm dia
50
12745
254.9
iii) 140 mm dia
50
13905
278.1
Clearing of deposited iron in side of laying PVC pipe line in different dia (90/110/140 mm dia) in/c excavating trenching for 100 mtr lead pipe line of required width and depth after 20 mtr distance and 3.00 mtr long in every 100 mtr clearing through UPVC coil pipe and laying the same with necessary couplers and solvent cement etc. ( solvent cement and coupler etc. will be issued by the dept. at free of cost).
1000
4510
4.51
Clearing of deposited iron in side of laying CI pipe line in different dia (80/100/125/150 mm dia) and dismantaling old CI pipe in/c trenching , refilling etc. for 100 mtr lead pipe line of required width and depth cutting earth in 25 mtr distance and 12.00 mtr long in each i.e. 36 mtr trenches cutting for every 100 mtr pipe iron through UPVC coil pipe after clearing , washing, laying the same with rubber gasket , pipe lead joints as per direction of Engineer - in - charge ( pig lead will be issued by the dept. at free of cost and rubber gasket and T & P arrange by the agency).
500
6640
13.28
Providing and laying of flexible PVC pipe (conforming to IS: 7634) complete including earth work as per specification and direction of the Engineer-in-charge(cost of fittings will be paid separately).
i) 15 mm dia
100
5730
57.3
ii) 20 mm dia
100
6590
65.9
iii) 25 mm dia
100
7470
74.7
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. i)90 mm dia
10
2987
298.7
ii)110 mm dia
10
3564
356.4
iii)140 mm dia
10
4668
466.8
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. i)90 x 90 mm dia
10
3522
352.2
ii)110 x 110 mm dia
10
5804
580.4
iii)140 x 140 mm dia
10
8180
818
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. i) 40 mm dia
10
961
96.1
ii) 90 mm dia
10
1487
148.7
iii) 110 mm dia
10
1746
174.6
Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge . i)110 x 90 mm dia
20
6422
321.1
ii)140 x 110 mm dia
20
8536
426.8
iii)140 x 90 mm dia
20
7914
395.7
"Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge." i)90 mm dia
10
2121
212.1
ii)110 mm dia
10
2733
273.3
iii)140 mm dia
10
3628
362.8
Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia
10
3809
380.9
ii)110 mm dia
10
5151
515.1
iii)140 mm dia
10
6976
697.6
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) 15 mm dia
10
1048
104.8
(ii) 20 mm dia
10
1296
129.6
(iii) 25 mm dia
10
1587
158.7
(iv) 40 mm dia
10
3434
343.4
Providing and fixing G.I. Socket as per CPWD specification and direction of the Engineer - in- Charge.
(i) 15 mm dia
10
786
78.6
(ii) 20 mm dia
10
830
83
(iii) 25 mm dia
10
902
90.2
(iv) 40 mm dia
10
1336
133.6
Providing and fixing GI union as per CPWD specification and direction of the Engineer - in- Charge.
(i) 15 mm dia
10
1310
131
(ii) 20 mm dia
10
1485
148.5
(iii) 25 mm dia
10
2170
217
(iv) 40 mm dia
10
3871
387.1
Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
i. 20 x 15 mm dia
5
593
118.6
ii. 25 x 15 mm dia
5
622
124.4
iii. 40 x 15 mm dia
5
846
169.2
iv. 40 x 25 mm dia
5
861
172.1
Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including borring and tapping the main as per CPWD specification and direction of the Engineer - in- Charge.
i) 10 mm nominal bore
30
10752
358.4
(ii) 15 mm nominal bore
10
3827
382.7
Providing and fitting fixing PVC / Plastic Bib cock conforming to IS: 9763 in hydrant points at different location as per specification and direction of the Engineer - in- Charge.
i) 15 mm dia PVC / Plastic Bib cock
50
5970
119.4
Providing and fixing C.I Bib cock(long handle) as per specification and direction of the Engineer - in- Charge.
i) 15 mm dia
50
5520
110.4
Providing and fixing GI full way valve as per CPWD specification and direction of the Engineer - in- Charge.
i) 15 mm dia
5
1075
215
ii) 20 mm dia
5
1389
277.7
iii) 25 mm dia
5
1710
342
iv) 40 mm dia
5
2352
470.4
Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
i. 40 x 40 x 15 mm dia
5
1265
252.9
ii. 40 x 40 x 25 mm dia
5
1279
255.8
iii. 40 x 40 x 20 mm dia
5
1272
254.3
Providing and laying flanged C.I standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS: 1538 as per CPWD specification and direction of the Engineer - in - charge.
i)Upto 300 mm dia.
0.1
15045
150451.5
ii) Over 300 mmm dia
0.1
15850
158496.1
Providing and fitting fixing of GI flange (10 mm wall thickness) by welding with GI/MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
(i) 80 mm dia
4
1762
440.4
(ii) 100 mm dia
4
1981
495.3
(iii) 125 mm dia
4
2332
583
(iv) 150 mm dia
4
2755
688.7
Providing and fixing GI Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge.
(i) 15 mm dia 150 mm long
5
343
68.6
(ii) 20 mm dia 150 mm long
5
433
86.5
(iii) 25 mm dia 150 mm long
5
485
97
Providing and fitting fixing of C.I. Sluice valve spandle with thread as per direction of the Engineer-in-charge
(i) 150 mm dia
10
18165
1816.54
(ii) 100 mm dia
10
16218
1621.84
Providing and fixing of 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. (A) 80 mm dia, PN-1.6
2
8639
4319.7
(B) 100 mm dia, PN-1.6
2
11122
5561.1
(C) 125 mm dia, PN-1.6
2
13324
6662.1
(D) 150 mm dia, PN-1.6
2
16477
8238.6
(E) 200 mm dia, PN-1.6
1
16789
16789.2
Charges for cutting DI pipe with Mechanical cutter as per CPWD specification and direction of the Engineer-in-charge.
(i) 100 mm dia
5
1139
227.8
(ii) 150 mm dia
5
1712
342.3
(iii) 200 mm dia
5
2281
456.2
Providing and fitting fixing of GI tyton collar with rubber gasket fitted with MS flat and MS square bar at both ends in/c. nuts & bolts, washer & paiting with anti corrosive black bitermestic paint etc. complete.
(i) 80 mm dia
5
6365
1273
(ii) 100 mm dia
5
7845
1569
(iii) 125 mm dia
5
10000
2000
(iv) 150 mm dia
5
10200
2040
Labour charge for disconnection of domestic water supply connection, hydrant etc. from old pipe line and also reconnection the same to the line in/cl. necessary trenching, boring, tapping the main etc. complete in all respect as per specification and the direction of the Engineer-in-charge.
20
3430
171.5
Pumping out water by diesel engine pump as per specification and the direction of the Engineer-in-charge.
30
23106
770.2
Charges for making hole by drilling and making thread by thread bit in the CI/DI pipe as per specification and direction of the Engineer-in-charge.
(i) 10 mm dia nominal bore
10
2573
257.3
Cleaning of deposited sand, clay etc. from the intake well both inside and outside by manual means with necessary staging etc. as per direction of the Engineer-in-charge.
100
16260
162.6
Providing and fitting fixing PVC suction hose pipes of wall thickness 6 mm as per relevant IS specification and direction of Engineer-in-charge.
(i) 150 mm dia
30
25797
859.9
Providing and fitting fixing MS clamp for hose pipes with nuts & bolts complete as per relevant IS specification and direction of Engineer-in-charge.
(i) 150 mm dia
6
1147
191.1
Providing and fitting fixing MS foot valve as per relevant IS specification and the direction of the Engineer-in-charge.
(i) 150 mm dia
3
10131
3377
Charges for push-on(tyton) joints to centrifugally (Spun) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer-in-charge. (i) 200 mm dia
5
1101
220.1
ii) 300 mm dia
5
1812
362.3
iii) 450 mm dia
5
3722
744.3
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.
a) All Kinds of Soil
11.76
2724
231.6
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.
A)All kinds of soil
7.84
1265
161.3
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.
0.78
923
1177.3
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 well burnt brick aggregate 40 mm nominal size)
4.92
45735
9295.7
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:
i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
3.63
51066
14075.6
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-
i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
1.1
17114
15502.2
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
i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.92
46001
15780.9
Centering shuttering including struttings, propping etc. and removal of form work for:
i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
5.76
1923
333.9
(ii) Suspended floors, roofs, landings, balconies and access platform with timber planks
14.99
8651
577.1
iii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
15.12
5912
391
iv) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
11.36
6475
570
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. i)Thermo-Mechanically Treated bars of grade Fe-500D or
more
587.52
61043
103.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
i)Thermo-Mechanically Treated bars of grade Fe-500D or
more
551.15
57264
103.9
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 )
0.56
5543
9845.2
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
1.58
2066
1311.8
6 mm cement plaster of mix. i) Cement mortar 1:3 (1 cement : 3 fine sand)
78.97
14665
185.7
Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
96.46
6829
70.8
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
5.84
454
77.7
Providing and fixing 1st class quality ceramic glazed wall tiles conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-incharge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine
sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade etc. all complete as per direction of the Engineer in-charge.
(i) 450 mm X 300 mm in all shades and design
2.5
2320
927.9
Providing and laying 1st class quality ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. all complete as per direction of the Engineer in-charge.
(i) Mat Finish Tiles/ Anti-skid Tiles/ Glossy Tiles
-300 mm x 300 mm in all shades and designs
3.83
4073
1064.8
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