Local Self Government Department Tender
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Costs
EMD
₹ 10,000Document Cost
₹ 1,000Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_DLB_396835_1Tender No
NIT/3852-03Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://http://lsg.urban.rajasthan.gov.in/content/raj/udh/lsg-jaipur/en/home.html
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Documents
BOQ Items
Prestressed /Reinforced cement concrete with separating, cleaning, straightening and cutting of bars
1
-
1543
Dismantling Brick / Tile work
1
-
-
In cement mortar
1
-
365
Dismantling Stone Masonry
1
-
-
Rubble stone masonry in cement mortar.
1
-
357.5
Carriage of Materials by mechanical transport
including loading, unloading and stacking ::
1
-
143.07
Earth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings). In all type of soil. Upto 3.0 m depth
1
-
150.5
Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all
accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical
Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.
1
-
-
110 mm dia
1
-
300.5
160 mm dia
1
-
617
200mm dia
1
-
966
Providing, lowering, laying in trenches, aligning, fixing in position and jointing uPVC pipe fittings/ accessories of class III (6 Kg/sqcm) confirming to IS:7834 suitable for potable water with rubber rings joints in uPVC pipe line at all levels/ depth including all material, labour, hydraulic testing and commissioning as per Technical specifications and as per direction of Engineer. Equal Tee (Moulded) welded with socket
1
-
-
110 mm dia
1
-
779
160 mm dia
1
-
1959
200mm dia
1
-
3195
Unequal Tee (Moulded) welded with socket 160 X 110 mm dia
1
-
1468
200 X 110 mm dia
1
-
2875
200 X 160 mm dia
1
-
3020
250 X 110 mm dia
1
-
3090
Reducer (Fabricated)
1
-
-
200 X 110 mm dia
1
-
1230
250 X 110 mm dia
1
-
1479
200 X 160 mm dia
1
-
1475
Double/Single socketed 90 degree long bend (single piece welded with socket) 160 mm dia
1
-
1407
200mm dia
1
-
2755
250mm dia
1
-
5150
Double/Single socketed 45/22.5/11.25 degree long bend (single piece welded with socket) 160 mm dia
1
-
1043
200mm dia
1
-
1990
250 mm dia
1
-
3715
uPVC End Cap 110 mm dia
1
-
102
160 mm dia
1
-
254.5
200mm dia
1
-
315.5
250 mm dia
1
-
750
Labour Charges for making connection with proposed pipe line to existing pipe line of PVC/ HDPE/ GRP including dewatering etc.
complete but excluding the cost of pipes, specials, joints etc as directed by site engineer for following dia. (Earthwork to be
measured and paid separately) 75-200 mm dia
1
-
2620
250-500 mm dia
1
-
3695
Labour Charges for leakage repair in existing pipe line of AC/ DI/ CI including dewatering etc. complete but excluding the cost of pipes,
specials, joints etc as directed by site engineer for following dia. (Earthwork to be measured and paid separately) 80-200 mm dia
1
-
2835
250-500 mm dia
1
-
3910
Labour Charges for leakage repair in existing pipe line of PVC/ HDPE/ GRP including dewatering etc. complete but excluding the
cost of pipes, specials, joints etc as directed by site engineer for following dia. (Earthwork to be measured and paid separately) 75-200 mm dia
1
-
2405
250-500 mm dia
1
-
3480
Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20
1
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5550
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