Jaipur Development Authority Tender
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Costs
EMD
₹ 68,32,000Document Cost
₹ 5,000Tender Fee
₹ 2,500
Summary
Providing Laying And Jointing Of Main Trunk Sewer Line Of Size 800 Mm To 1200 Mm Dia With Construction Of Manholes For Prn (north) Area To 30 Mld Stp Nevta, Under Jurisdiction Of Ee Phe-ii, Jda, Jaipur
Description
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Contact
Tender Id
2024_JDAJP_423321_1Bid Award Id
ViewTender No
JDA_EE PHE-II_07_2024-25Tender Authority
Jaipur Development Authority ViewPurchaser Address
-Website
http://jda.urban.rajasthan.gov.in
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Documents
BOQ Items
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Add extra for over all depth of excavation above 3.0 m and upto 4.5 m
26573
1166554
43.9
... More
Add extra for over all depth of excavation above 4.5 m and upto 6.0 m
14963
1150654
76.9
... More
Add extra for over all depth of excavation above 6.0 m and upto 7.5 m
2233
263494
118
... More
Providing and fixing CLOSE timbering in trenches of sewer line and manholes including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered) for following depth below NGL.
-
-
-
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Depth upto 3.0 m
54358
7392688
136
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Depth more than 3.0 m and upto 6.0 m
49219
6767612
137.5
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Depth beyond 6.0 m
3350
469000
140
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Carriage:-
Earth, Sand, Lime, Morrum manure or sludge
-
-
-
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For 5 Km
17177
788424
45.9
... More
Providing and fixing Barricading at site of work for restricting the general public using 80-100 mm dia Wooden Ballies as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing two rows of 80-100 mm Wooden Ballies as horizontal members with jute russies. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis).
21217
2312653
109
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Providing, fixing, maintaining, shifting & refixing, barricading of a steel portable barricade with horizontal sheet 0.60 mtr wide, 2.4 mtr in length fitted on a "A" frame and sheet painted with 2 coats of yellow paint, lettering (CAUTION, JDA AT WORK, DRIVE SLOW) on sheet with RED paint & border with reflective paint at the time of every shifting, traffic diversion arrangement, safety guard, suitable lightning arrangement during night if required, complete in all respect till completion of the project as per technical specification and direction of Engineer-In-charge and same shall be possessed by the contractor after completion of the project.
Payment under this item will be released:-
(1) 50% at the time of providing new barricading at the time of start of project at location and plan as approved by the Engineer & certification.
(2) 50% After completion of project including shifting, re-erecting and maintaining the barricading in position, during entire construction tenure with requisite manpower/flagman etc.
Complete for guiding traffic and safety etc and dismantling after completion of project.
300
875400
2918
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Sewer Pipes (Supply, Laying & allied works) Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
-
-
-
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800 mm internal diameter
178
1011040
5680
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900 mm internal diameter
1371
9185700
6700
... More
1000 mm internal diameter
3934
26633180
6770
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1200 mm internal diameter
4243
48582350
11450
... More
Providing, laying and jointing RCC NP4 jacking pipe (with steel pushing collar) with suitable leak proof joints (with using 12mm MDF sheets etc.) with compliance for maintaining slope as per design by trenchless method adopting Micro tunnelling method or any suitable mechanical technology below ground at all depth under running traffic condition including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipment’s for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackles required, construction of temporary works as per requirement complete in all respect (all depths) with all lead and lifts, as per specification and the direction of the Engineer. Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
In all type of soils including mixed starta / soil
-
-
-
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800 mm dia RCC pipe
1167
39794700
34100
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1000 mm dia RCC pipe
493
22332900
45300
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1200 mm dia RCC pipe
590
29382000
49800
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Extra for excavation of driven pit/ exit pit / intermediate pit beyond 3 metre depth, required for pushing/ pulling of MS/HDPE/RCC pipe in trenchless technology, with proper protection at three sides with shoring sheets/ wooden planks and ISMB's, maintaining during pushing/ puling of pipe, back filling, necessary de-watering including all machinery, tools, and tackles required as per specification and the direction of the Engineer.
In all types of soil
154
4727800
30700
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Providing granular bedding having width = outer dia of pipe (Bc) + ]500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer.
-
-
-
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800 mm internal diameter
178
116234
653
... More
900 mm internal diameter
1371
1043331
761
... More
1000 mm internal diameter
3934
3497326
889
... More
1200 mm internal diameter
4243
4747917
1119
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Providing, fixing and erecting precast RCC (M20) Vent shaft with cowl, 125mm and 225mm internal and external dia respectively at top, 300mm and 450mm internal and external dia at bottom and 9.0m over all length, bottom 1.175m below ground level fixed in the pit 900mmx900mmx1500mm with PCC M15, 250mm in bed and minimum 200mm all around with top 150mm in PCC M15 with 20mm nominal size graded stone aggregate , junction of vent shaft and concrete grouted with cement mortar 1: including making connection with sewer manhole with 150mm dia NP4 RCC pipe (IS 458-ammended upto date) as required including Type-A bedding complete as per standard design and finished with water proofing cement of approved brand as per drawings and/or as directed by Engineer.
Note : Only Excavation work will be measured and paid separately.
20
608000
30400
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NH Crossing
Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or any suitable mechanical technology or technology approved by NH/NHAI below ground at all depth under running traffic condition as per NH/NHAI 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 equipment’s 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 (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB's. Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of NH/NHAI Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by NH/NHAI authorities, specification and the direction of the Engineer. (Protective coating/ lining if done that will be paid extra) Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
In all type of soils
-
-
-
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1200 mm dia 16 mm thick casing pipe
85
8474500
99700
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Constructing of RCC M-20 grade cast-in-situ circular manhole chamber for 700 mm & 800 mm internal dia pipe size up to invert depth from 1.80 meter and above. Manohle chamber having 2000 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, silt, black cotton soil, hard soil, kanker and sinking of chamber etc. disposing of surplus excavated material within a lead of 500 meter. the work includes laying of 150 mm thick Cement Concrete in M-20 grade in 2500 mm diameter bedding in foundation & M-20 cement concrete for benching and channel portion and 150 mm thick RCC M-20 wall, RCC M20 for 250 mm thick cover slab with fixing the manhole frame and cover, vata in CM1:1 around pipe entering and leaving the manhole, fitted with SFRC manhole cover of (EHD-35) having clear opening of 560 mm etc to withstand for class-AA loading including supply and fixing of Ferro-cement foot steps and sealing of all joints with cement mortar 1:1, including form work, reinforcement, curing, watering, hydro testing of manhole, conveyance & cost of water, dewatering etc. complete job as per detailed specifications, drawings and directions of Engineer-in-charge, for following average invert depths:
Note: Steel, foot step & SFRC manhole frame cover shall be paid separately as per actual.
-
-
-
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At av. Depth 4.5 meter [From 4.50 m to 4.79 m]
8
429256
53657
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At av. Depth 4.8 meter [From 4.80 m to 5.09 m]
5
283600
56720
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At av. Depth 5.1 meter [From 5.10 m to 5.39 m]
4
239168
59792
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At av. Depth 5.4 meter [From 5.40 m to 5.69 m]
6
377058
62843
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At av. Depth 6.0 meter [From 6.00 m to 6.29 m]
4
275832
68958
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At av. Depth 6.3 meter [From 6.30 m to 6.59 m]
10
720470
72047
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At av. Depth 6.6 meter [From 6.60 m to 6.89 m]
4
300620
75155
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At av. Depth 6.9 meter [From 6.90 m to 7.19 m]
6
469350
78225
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At av. Depth 7.2 meter [From 7.20 m to 7.49 m]
5
406470
81294
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At av. Depth 7.5 meter [From 7.50 m to 7.79 m]
4
337596
84399
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Constructing of RCC M-20 grade cast-in-situ circular manhole chamber for 900 mm & 1000 mm internal dia pipe size up to invert depth from 1.80 meter and above. Manohle chamber having 2000 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, silt, black cotton soil, hard soil, kanker and sinking of chamber etc. disposing of surplus excavated material within a lead of 500 meter. the work includes laying of 150 mm thick Cement Concrete in M-20 grade in 2500 mm diameter bedding in foundation & M-20 cement concrete for benching and channel portion and 150 mm thick RCC M-20 wall, RCC M20 for 250 mm thick cover slab with fixing the manhole frame and cover, vata in CM1:1 around pipe entering and leaving the manhole, fitted with SFRC manhole cover of (EHD-35) having clear opening of 560 mm etc to withstand for class-AA loading including supply and fixing of Ferro-cement foot steps and sealing of all joints with cement mortar 1:1, including form work, reinforcement, curing, watering, hydro testing of manhole, conveyance & cost of water, dewatering etc. complete job as per detailed specifications, drawings and directions of Engineer-in-charge, for following average invert depths:
Note: Steel, foot step & SFRC manhole frame cover shall be paid separately as per actual.
-
-
-
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At av. Depth 3.6 meter [From 3.60 m to 3.89 m]
4
171864
42966
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At av. Depth 3.9 meter [From 3.90 m to 4.19 m]
8
368112
46014
... More
At av. Depth 4.2 meter [From 4.20 m to 4.49 m]
7
343203
49029
... More
At av. Depth 4.5 meter [From 4.50 m to 4.79 m]
20
1041080
52054
... More
At av. Depth 4.8 meter [From 4.80 m to 5.09 m]
36
1985436
55151
... More
At av. Depth 5.1 meter [From 5.10 m to 5.39 m]
9
523737
58193
... More
At av. Depth 5.4 meter [From 5.40 m to 5.69 m]
5
306325
61265
... More
At av. Depth 6.0 meter [From 6.00 m to 6.29 m]
6
404154
67359
... More
At av. Depth 6.6 meter [From 6.60 m to 6.89 m]
14
1029728
73552
... More
At av. Depth 6.9 meter [From 6.90 m to 7.19 m]
11
843260
76660
... More
Supply and Fixing of RCC ferro cement foot steps as per drawings and design and safe load as per cast iron foot step (ultimate load 1MT).
3288
512928
156
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Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and bindng (including cost of binding wire) all complete up to floor five level.
Hot rolled deformed bars (IS:1139)
107671
6589465
61.2
... More
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
39384
1169704
29.7
... More
Constructing of RCC M-20 grade cast-in-situ circular manhole chamber for 1200 mm internal dia pipe size up to invert depth from 1.80 meter and above. Manhole chamber having 2000 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, silt, black cotton soil, hard soil, kanker and sinking of chamber etc. disposing of surplus excavated material within a lead of 500 meter. The work includes laying of 300 mm thick Cement Concrete in M-20 grade in 2500 mm diameter bedding in foundation, M-20 cement concrete for benching and channel portion and RCC wall in thickness of 150 mm. The work also includes RCC M20 for 250 mm thick cover slab with vata in CM1:1 around pipe entering and leaving the manhole, including form work, curing, watering, hydro testing of manhole, conveyance & cost of water, dewatering etc. complete job as per detailed specifications, drawings and directions of Engineer-in-charge, for following average invert depths:Note: Steel, foot step & SFRC manhole frame cover shall be paid separately as per actual.
-
-
-
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At av. Depth 2.7 meter [From 2.70 m to 2.99 m]
5
162275
32455
... More
At av. Depth 3.0 meter [From 3.00 m to 3.29 m]
5
177215
35443
... More
At av. Depth 3.6 meter [From 3.60 m to 3.89 m]
4
166112
41528
... More
At av. Depth 4.2 meter [From 4.20 m to 4.49 m]
5
237960
47592
... More
At av. Depth 4.5 meter [From 4.50 m to 4.79 m]
10
506140
50614
... More
At av. Depth 4.8 meter [From 4.80 m to 5.09 m]
28
1502872
53674
... More
At av. Depth 5.1 meter [From 5.10 m to 5.39 m]
6
340488
56748
... More
At av. Depth 5.4 meter [From 5.40 m to 5.69 m]
6
358746
59791
... More
At av. Depth 5.7 meter [From 5.70 m to 5.99 m]
12
754476
62873
... More
At av. Depth 6.0 meter [From 6.00 m to 6.29 m]
4
263648
65912
... More
At av. Depth 6.3 meter [From 6.30 m to 6.59 m]
4
276008
69002
... More
Supplying & fixing 560mm dia SFRC manhole frame and cover as per IS :12592-2002 in existing manholes including grouting the frame in PCC M-15 complete in all respect as directed by the Engineer. (EHD-20)
255
508215
1993
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