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Protection Of Aqueduct At Hindon Under 200 Cusec Delhi Water Supply Maintenance Scheme., Farukhnagar-Uttar Pradesh

Uttar Pradesh Jal Nigam-UPJN has published Protection Of Aqueduct At Hindon Under 200 Cusec Delhi Water Supply Maintenance Scheme.. Submission Date for this Tender is 21-01-2020. Canal Construction Tenders in Farukhnagar Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

23142745
Protection Of Aqueduct At Hindon Under 200 Cusec Delhi Water Supply Maintenance Scheme.
Open Tender
Indian
Uttar Pradesh
Farukhnagar
21-01-2020

Tender Details

Protection of aqueduct at Hindon under 200 Cusec Delhi Water Supply Maintenance Scheme.

Key Value

Document Fees
INR 3360 /-
EMD
INR 30000.0 /-
Tender Value
INR 29.69 Lakhs /-

BOQ Items

Name of Work: Protection of aqueduct at Hindon under 200 Cusec Delhi Water Supply Maintenance Scheme.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 PROTECTION OF AQUEDUCT AT HINDON
2 1.01 Cleaning of roller bearing of aquaduct and painting and greasing complete including all material, labour, T&P etc. complete and scaffolding etc. complete. 1135 20 Set
3 1.02 RCC work with cement, coarse sand and 12mm gauge approved stone ballast in proportion of 1:1½:3 excluding supply of reinforcement and its bending but including its fixing and binding of the same with 0.50mm thick binding wire (to be supplied by the contractors) and including necessary centering and shuttering, nut, bolts etc. and supply of all materials, labour, T&P etc. required for proper completion of the work. 1136 2.37 Cum
4 1.03 Dismantling of old loose plaster and cleaning the surface completely disposal of malba / debris to the dumping ground within 100m lead. 1137 105.5 Sqm
5 1.04 Application of rust remover (Restolene ) on steel bars and also application polymer (Build Crete) in two coats on steel bars and on concrete surface using Restolene. . 1138 105.5 Sqm
6 1.05 12mm thick plaster mixed with water proofing compound of mix 1:4 (Cement and sand) as a protection layer on the treated surface by polymer with W.P. compound only as per manufacturer’s specifications. Also including all scaffolding, shuttering, T&P etc. required for proper completion of the work. 1139 105.5 Sqm
7 1.06 Dismantling of old loose plaster and take out mestic sheet/bitumen/ spun yarn or any other unwanted material from the joints and clean the joints completely with soft brush and water by taking out waste material and disposal of malba / debris within 100m distance including all labour, T&P and scaffolding etc. complete. 1140 6 No.
8 1.07 To insert spunyarn and lead wool into the gap of joints including all materials, scaffolding labour, T&P etc. complete. 1141 6 No.
9 1.08 Providing and inserting 12mm dia aluminimum/ galvanized iron injection nipples along crack lines orhoney comb area including drilling holes of required diameter up to depth from 40 mm to 80 mm or half the thivkness of member (whicever is less) at required spacing but not exceeding the thickness of member or 300mm,making groove of size 12mm x 12mm along the crack line 1142 18 Nos
10 1.09 Injecting cementatious grout in appropriate proportion including cost of grout material acrylic polymer, styrene butadiene into cracks/honey-comb area of concrete by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-charge 1143 210 Kg
11 1.1 Injection grouting in RCC structure by fixing G.I. nipples 12 mm threaded on both side, injection of non shrink grout with cement slurry at the maximum pressure of 40 PSI, removal of G.I nipples and filling of holes with polymer mortar paste. Placing of nipples at 0.50 m or less C/C as per requirement at site. 1144 100 No.
12 1.11 12mm thick plaster 1:4 with cement and Fine sand mortar over aquaduct work minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of work. 1145 113.75 Sqm
13 1.12 Earth filling inside cuts and slope under stone pitching including ramming watering etc. complete lead within 4 km. 1146 152 Cum
14 1.13 Making scaffolding and dismantling the same after completion of work including cost of material, labour, T&P, transportation etc. required for proper completion of work. 1147 3000 Sqm
15 1.14 Finishing / Painting of the external surface of walls with Asian Apex Ultima paint (or equivalent) of approved shade to give an even shade in two coats after applying priming coat of cement primer including all material, labour T & P etc. 1148 4600 Sqm
16 1.15 Dismantling of old damaged stone pitching and re-stone pitching 22.50 cm. thick required work and preparing surface complete inside slopes of Hindon river bund excluding cost of stones but including carting of stones from one place to site of work including supply of labour, T&P etc. 1149 240 Sqm
17 1.16 Raised and cut pointing on stone work with 1:3 cement and fine sand mortar including all material, labour, T&P etc. 1150 240 Sqm
18 2 REJUVENATION WORK OF 200 CUSEC AQUEDUCT
19 2.01 Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. (DSR-2019 Item No. 15.59) 1151 86.94 Cum
20 2.02 Excavation in pits and cartage of earth by truck beyond 4.0 km distance and filling of earth in rain cuts of embankment of serivce road / earth required for renewing pattries etc. including dressing, levelling, watering, ramming and supply of all labour, T&P etc. as required for the completion of the work. 1152 869.4 Cum
21 2.03 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30. (DSR-2019 Item No. 16.78.1) 1153 21.74 Cum
22 2.04 Providing and applying tack coat using hot straight run bitumen of grade VG -10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications 1154 289.8 Sqm
23 2.05 2.5 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot strraight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). \nWith paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. 1155 289.8 Sqm
24 2.06 Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. 1156 289.8 Sqm
25 3 Labour cess@1% 1157 2.62519e+06 .
26 4 Add GST on overall cost of works @12% 1158 2.65144e+06 .
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