Public Health Engineering Department Tender
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Costs
EMD
₹ 2,40,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Summary
Providing, Laying, Jointing And Commissioning Of Various Size Pipes At Various Uwss Under Sub. Dn. Mundwa Division Nagaur (arc)
Description
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Contact
Tender Id
2024_PHCJA_437908_1Tender No
Nit No 30/2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
GEM & Bid Advisory Services
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Documents
BOQ Items
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1.1.3 150 mm
1
2082
2082
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1.1.4 200 mm
1
2554
2554
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1.1.5 250 mm
1
3307
3307
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1.4 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto 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 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 up to 110 mm dia. in coil & above 110 mm dia straight length in 6 M.
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1.4.1 HDPE PE-80 PN-6
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-
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1.4.1.2 75 mm
1
217
217
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1.4.1.3 90mm
1
306
306
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1.4.1.4 110mm
1
463
463
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1.5 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.
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1.5.1 HDPE PE-80 PN-6
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1.5.1.1 125mm
1
664
664
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1.5.1.2 140mm
1
827
827
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160mm1.5.1.3
1
1041
1041
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1.5.1.4 180mm
1
1308
1308
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1.5.1.5 200mm
1
1567
1567
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1.5.1.6 225mm
1
1981
1981
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1.15 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.
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1.15.1 MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet)
1
126
126
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1.25 Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including MS/PP saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or ball valve (min. weight 165 gm) and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.
Note: Road cut and restoration is not part of this item and paid separately.
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1.25.1 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
1
1658
1658
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4.1 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 kind of Soil
1
200
200
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4.3 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 .:
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4.3.1 Ordinary rock
1
365
365
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4.3.2 Hard rock (requiring blasting)
1
546
546
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4.3.3 Hard rock(blasting prohibited)
1
782
782
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Dismantling of cement concrete pavement for pipe line 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
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4.5 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.
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4.6.1 Bituminous courses
1
416
416
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4.6.2 Granular courses
1
296
296
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4.7 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
6162
6162
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4.8 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.
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4.3.1 M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
1
6162
6162
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6.1 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, confirfing 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 - SS 304 ,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 Insersion 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.
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6.1.1 Manually operated class PN 1.0
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6.1.1.1 80mm
1
6301
6301
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6.1.1.2 100mm
1
8649
8649
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6.1.1.3 125mm
1
11173
11173
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6.1.1.4 150mm
1
13595
13595
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6.1.1.5 200mm
1
22603
22603
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250mm6.1.1.6
1
35722
35722
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6.8 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, 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.
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5.8.1 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
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6.8.1.1 80 mm dia
1
9137
9137
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6..1.2 100 mm dia
1
11554
11554
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8.6.1.3 125 mm dia
1
17087
17087
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6.8.1.4 150 mm dia
1
19109
19109
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6.8.1.5 200 mm dia
1
29396
29396
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6.8.1.6 250 mm dia
1
48781
48781
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6.11 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per IS 5312 (part -1):2004 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
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6.11.1 Class PN 1.6
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6.11.1.1 80 mm dia
1
9458
9458
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6.11.1.2 100 mm dia
1
12598
12598
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6.11.1.3 125 mm dia
1
17774
17774
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6.11.1.4 150 mm dia
1
21821
21821
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6.11.1.5 200 mm dia
1
37011
37011
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6.11.1.6 250 mm dia
1
55783
55783
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6.17 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
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-
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6.17.1 80 mm dia
1
3149
3149
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6.17.2 100 mm dia.
1
3666
3666
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6.17.3 125 mm dia.
1
4792
4792
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6.17.4 150 mm dia.
1
5758
5758
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6.17.5 200 mm dia.
1
8564
8564
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6.17.6 250 mm dia.
1
11729
11729
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9.1 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as per direction of Engineer-in-Charge.
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9.1.1 For Class-AA loading
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9.1.1.1 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-
for pipe size-up to 100 mm
1
36700
36700
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9.1.1.2 Sluice valve chamber of size 1.17m x 0.95m x1.47m
for pipe size-from 125-to-150mm
1
40900
40900
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9.1.1.3 Sluice valve chamber of size 1.26m x1.185m x1.88m for pipe size-from 200-to-300mm
1
52300
52300
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B-4/4.4 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( as required) excluding the cost of centering, shuttering and reinforcement for Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts , roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias and eaves boards M25 grade Nominal Mix / Design Mix
1
5561
5561
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B-14/4.2 Reinforce C.C. work in walls ( any thickness) including attached pilasters, buttresses plinth and string course fillets columns pillars excluding cost of shuttering M-25 gradee
1
5609
5609
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B-4/4.13.2 P&F Steel reinforcement for RCC work including straightening , cutting , bending, placing in position & binding ( incl. cost of binding wire ) all complete upto floor three level Hot rolled deformed (IS: 1139)
1
77
77
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B-4/4.10.1 Centering & Shuttering with plywood or steel sheets incl.strutting, propping, bracing bothways wooden members & removal of formwork for superstructure upto 4.5M ht. above plinth level for walls (any thickness ) incl. attached pillasters, buttresses plinth & string courses.
1
289
289
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B-4/4.10.8 Add. Extra shuttering in circular work (in respective centering & shuttering items
1
57
57.8
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B-4/4.10.5 Centering & Shuttering with plywood or steel sheets incl.strutting, propping, bracing bothways wooden members & removal of formwork for superstructure upto 4.5M ht. above plinth level for Arches, domes, vaults etc. upto 6M Span.
1
879
879
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B9/9.8.0 P&F Steel gate grating & grills made of angles, tees, square bars or other flats black pipe with hold fast and fitting complete as per design and drawing incl. cutting & welding and fabrication with priming coat of red oxide.
1
96
96
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B-9/9.26 S&F Fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance.
1
617
617
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B-9/12.1 P&F 1mm thick M.S.sheet garrage door shutter with frame of 40x40x6mm angle iron 3mm M.S. gusset plates at the junctions & corners incl. all fittings and applying a cost of approved steel primer. exclusing cost of frames Using M.S. angles 40x40x6mm for diagonal braces
1
3141
3141
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B-12/.12.43.1 Finishing wall with water proofing cement paint of approved brand & manufacture and of required shade to give an even shade incl. all scaffolding New work (3 or more coats)
1
53
53
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B-12/12.46.1 Painting with enumal paint of approved brand & manufacture in give on even shade Two or more coats as new work Sky blue colour 1.70 x1.50M
1
69
69
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B-13/13.29 Repair to damaged RCC slabs, beams sand columns etc. for strengtheing with C.M. 1:2 in following steps i) Chopping loose conc. & cracked conc. to required depth cleaning the exposed steel and concrete with wire brush & sand papering, cleaning of concrete surface with water as necessary and getting dried ii) Applying Epoxy primer on the exposed steel bars. iii) Applying Epoxy hardener and resin mix ( as per manufacture specification) on concrete and steel bars with brush. iv) Speading dry cement mortor 1:2 mix. over epoxy treated wet surface and allow it to dry for one day. v) Plastering the surface with cement sand mortor 1:3 upto depth of 30mm complete vi) Cure the plastered surface for 15 days
1
1568
1568
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B-14/14.3 Demolishing of RCC work including stacking of steel bars and disposal of unserviceable material within 50 M lead
1
930
930
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11.3 SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.
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11.3.1 BFM 80 mm
1
12688
12688
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11.3.2 BFM100 mm
1
15496
15496
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11.3.3 BFM 125 mm
1
21528
21528
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11.3.4 BFM 150 mm
1
24022
24022
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11.3.5 BFM 200 mm
1
30414
30414
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11.3.6 BFM 250 mm
1
64440
64440
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