Public Health Engineering Department Tender
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Costs
EMD
₹ 2,40,000Document Cost
₹ 3,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_PHCJO_416074_1Bid Award Id
ViewTender No
NIT No 21/2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/
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Documents
BOQ Items
75 mm dia
1
217
217
90 mm dia
1
306
306
110 mm dia
1
463
463
HDPE PE-100 PN-6
-
-
-
63 mm dia
1
145
145
75 mm dia
1
186
186
90 mm dia
1
264
264
110 mm dia
1
442
442
HDPE PE-80 PN-10
-
-
-
90 mm dia
1
449
449
110 mm dia
1
675
675
HDPE PE-100 PN-10
-
-
-
90 mm dia
1
391
391
110 mm dia
1
582
582
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
Supply of pipe shall be in straight length in 6/12 M.
-
-
-
HDPE PE-80 PN-6
-
-
-
125 mm dia
1
664
664
140 mm dia
1
827
827
160 mm dia
1
1041
1041
180 mm dia
1
1308
1308
200 mm dia
1
1567
1567
225 mm dia
1
1981
1981
HDPE PE-100 PN-6
-
-
-
125 mm dia
1
573
573
140 mm dia
1
713
713
160 mm dia
1
897
897
180 mm dia
1
1125
1125
200 mm dia
1
1348
1348
225 mm dia
1
1697
1697
HDPE PE-80 PN-10
-
-
-
125 mm dia
1
936
936
140 mm dia
1
1172
1172
160 mm dia
1
1514
1514
180 mm dia
1
1886
1886
200 mm dia
1
2313
2313
225 mm dia
1
2888
2888
HDPE PE-100 PN-10
-
-
-
125 mm dia
1
796
796
140 mm dia
1
996
996
160 mm dia
1
1295
1295
180 mm dia
1
1626
1626
200 mm dia
1
1969
1969
225 mm dia
1
2466
2466
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:
All kinds of soil
1
200
200
Add extra for trenches for every additional lift over item no 4.1
-
-
-
Above 1.5 mtr and up to 3.0 mtr.
1
20
20
Above 3.0 mtr and up to 4.5 mtr.
1
39
39
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:
-
-
-
Ordinary rock
1
365
365
Hard rock (requiring blasting)
1
546
546
Hard rock(blasting prohibited)
1
782
782
Add extra for trenches for every additional lift over item no 4.3
-
-
-
Above 1.5 mtr and up to 3.0 mtr.
1
37
37
Above 3.0 mtr and up to 4.5 mtr.
1
73
73
Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
1
757
757
Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
-
-
-
Bituminous courses
1
416
416
Granular courses
1
296
296
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
1
4678
4678
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
-
-
-
M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
1
6162
6162
Plain cement concrete pavement of M-30 Grade
1
6497
6497
Removing & Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) Note: If existing precast block used more than 70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%.
-
-
-
60 mm thick.
1
275
275
80 mm thick.
1
298
298
100 mm thick
1
332
332
Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coil including excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work, but excluding the cost of pipe line.
1
289
289
Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.
Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification.
-
-
-
300 mm Dia 8 mm thick casing pipe.
1
18353
18353
400 mm Dia 8 mm thick casing pipe .
1
20972
20972
500 mm Dia 8 mm thick casing pipe .
1
23569
23569
600 mm Dia 10 mm thick casing pipe .
1
30211
30211
700 mm Dia 10 mm thick casing pipe .
1
33457
33457
Removing & Re-fixing of Bricks Kharanja road by manual means for laying of pipe line, stacking of serviceable & unserviceable material separately, disposal of dismantled material lead up to 50 mtr. The Bricks interlocking be laid on average 12 mm thick bed of mud mortar and the joints to be filled with pointing in cement mortar 1:3. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the direction of Engineer in charge. The rates are inclusive of fixing of 80 percent reusable Bricks and cost of required new First class FPS bricks (min. 10.5 Mpa) in place of damaged bricks, all lead and lift as per Technical Specifications and direction of Engineer in Charge. Note: If existing bricks used more than 80%, than for every 1% above 80% use, deduction of 1% in cost shall be done for every 1% use above 80%.
-
-
-
Horizontal aligned Bricks
1
212
212
Vertical aligned Bricks
1
230
230
Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel Insertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
Manually Operated CI Sluice valve of Class PN-1.0
-
-
-
80 mm HW
1
6301
6301
100 mm HW
1
8649
8649
125 mm HW
1
11173
11173
150 mm HW
1
13595
13595
200 mm HW
1
22603
22603
250 mm HW
1
35722
35722
300 mm HW
1
45382
45382
350 mm with Gear
1
86838
86838
400 mm with Gear
1
113457
113457
450 mm with Gear
1
147665
147665
500 mm with Gear
1
184884
184884
600 mm with Gear
1
263170
263170
Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 or Screwed type shall have external pipe threads conforming to IS 554 Fasteners - CS Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
Note: Rates are exclusive of connecting tee, pipe piece and earth work.
-
-
-
Class PN 1.0
-
-
-
15 mm S-1 Type
1
2423
2423
25 mm S-1 Type
1
3145
3145
40 mm S-1 Type
1
3912
3912
50 mm S-2 Type
1
4590
4590
Class PN 1.6
-
-
-
15 mm S-1 Type
1
2587
2587
25 mm S-1 Type
1
3296
3296
40 mm S-1 Type
1
4046
4046
50 mm S-2 Type
1
4811
4811
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