Public Health Engineering Department Tender
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Costs
EMD
₹ 60,000Document Cost
₹ 1,000Tender Fee
₹ 500
Description
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Contact
Tender Id
2025_PHCJO_448301_1Tender No
CITY DIV NIB NO 14(17)/2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
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Documents
BOQ Items
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11 to 15 KL
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1272
1272
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16 to 20 KL
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1299
1299
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21 to 25 KL
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1584
1584
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31 to 50 KL
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2183
2183
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Cleaning of Clear water reservoir (CWR's) of below mentioned capacity including removal of all silt from reservoir, scrapping of walls, disinfection of reservoir after cleaning and disposal of silt up to 1.00 Km lead and painting the date of cleaning on the resorvoir.
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up to 10 Kl
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758
758
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11 to 15 KL
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965
965
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16 to 20 KL
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1184
1184
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21 to 25 KL
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1332
1332
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26 to 30 KL
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1489
1489
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31 to 50 KL
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1872
1872
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51 to 100 KL
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3193
3193
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101 to 200 KL
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4622
4622
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201 to 300 KL
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6282
6282
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Cleaning of Over Head Service Reservoir (OHSR) of below mentioned capacity including removal of all silt from reservoir, scrapping of walls, disifection of reservoir after cleaning and disposal of silt up to 1.00 Km lead and painting the date of cleaning on the reservior.
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50 to 100 KL
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5108
5108
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101 to 200 KL
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6661
6661
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501 to 600 KL
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17261
17261
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Replacement of existing wire mesh on ventilators of GLRs, OHSRs, CWRs etc. with 16 mm dia MS vertical bars placed at 10 cms wherever required, having 16-gauge wire mesh with a inner base of expanded jali welded around with vertical bars
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889
889
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Replacement of existing copper float dia 300 mm and iron counter weight for water level indicator
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4442
4442
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Cleaning of PHED Campus (Includes Removal of garbage, Cleaning of light jungle and maintaining the area and disposal of all garbage outside Approved disposal place of Concern local bodies.
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2
2.45
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Providing, fabrication and fixing mainhole cover 600X600 size made of angles 50X50X6 mm frame,40X40X5 mm frame of cover, 6 mm thick MS sheet with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide With lock (minimum weight 50 Kg)
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4363
4363
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P & F Bib Cock (IS:8931 Mark) Superior quality of approved make :
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Brass 400 gm. 15 mm nominal bore.
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189
189
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P & F G.I. Pipes (External work) with G.I. fittings (IS:1239 Mark) including trenching & refilling earth etc.
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-
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15 mm dia nominal bore.
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106
106
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40 mm dia. nominal bore
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225
225
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50 mm dia. nominal bore
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269
269
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65 mm dia. nominal bore
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363
363
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80 mm dia. nominal bore
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417
417
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4.6 Taking out with care the M.S. iron ladder fixed at OHSR , repairing, welding etc and fixing back at reservoirs including all labour and material.
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8351
8351
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B.95/9.19: Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
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96
96
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B.99/9.31: Supplying and fixing fixed wire gauge of 14 mesh
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617
617
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B.96/9.22.3: Providing and fixing 1 mm thick M.S. sheet
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3141
3141
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P & F Bib Cock (IS:8931 Mark) Superior quality of approved Brass 400 gm. 15 mm nominal bore.
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298
298
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P & F G.I. Pipes (External work) with G.I. fittings (IS:1239 :---- 80mm dia nominal bore.
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963
963
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65mm dia nominal bore.
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793
793
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Guniting damaged R.C.C. slab, beams and columns for strengthebning with cement sand mortar 1:2 (1- Cement:2-sand) including preparing the surface, making 'V' shaped joints, cleaning the reinforcement bars with jet of potable water and drying with compressed air, including cost of centering and shuttering and finishing to match the existing surface etc. complete, including
provided M.S. welded mesh to gauge 25 mm x 25 mm framing with average thickness of 25 mm.
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1179
1179
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Chopping loose and cracked concrete to required depth, cleaning the exposed surface of steel and concrete with wire brush and sand blasting, clening with a jet of water / air as necessary and getting it dried with compressed air including all scaffolding: Depth upto 25 mm.
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63
63
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Repair to damaged RCC slabs, beams and columns etc for strengtheing with cement mortar 1 : 3 in following steps i) Choping losse and cracked concrete to required depth, cleaning the exposed surface of steel and concrete with wire brush and 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 manufectured's specification) on concrete and steel bars with brush. iv)Speading dry cement mortar 1 : 2 mix over epoxy
treated wet surface and allow it to dry for one day. v) Plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete. vi) Cure the plastered surface for 15 days
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1250
1250
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