UP State Construction And Infrastructure Development Corporation Limited Tender
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The UPSCIDC has issued a formal invitation for competitive bids for the UP State Construction And Infrastructure Development Corporation Limited project, for Work Of Gap Filling At Vill Daulatpur Kalpi Block Dakor Jalaun U.p.under Scheme Pradhan Mantri Anusuchit Jati Abhyudaya Yojana (pm-ajay) in Jalaun, Uttar Pradesh, with an estimated contract value of Rs. 16,77,099. The bid opening date for this tender is 08-03-2025 and the last date for bid submission is 19-03-2025. Interested bidders for UP State Construction And Infrastructure Development Corporation Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
UP State Construction And Infrastructure Development Corporation Limited - UPSCIDC Tender
Civil And Construction
Eprocure
Opening Date8 Mar 2025
Closing Date19 Mar 2025
Tender Amount₹ 16,77,099.56
Costs
EMD
₹ 34,000Document Cost
₹ 1,300Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_SCIDC_1014960_1Bid Award Id
ViewTender No
29/EE/Orai/ET/2024-25Tender Authority
UP State Construction And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://http://www.upscidc.org/
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Documents
BOQ Items
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Construciton of Nali Nirman From Arun ke makan se Nala tak
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12 mm thick plaster with cement, fine sand mortar in proportion of 1:4 in fair side of wall I/c all required for proper completion of work as directed by engineer in charge, chapter 13 S.I. NO. 17.58 (ii)
26.4
199
5253.6
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C.C. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit I/c all required for proper completion of work as directed by engineer in charge, chapter 5 S.I. NO. New item - (a)
1.38
6500
8957
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Filling of Local sand having P.I. less then 5 in foundation or for stabilization of sub grade I/c all materials, labour, sprinkling of water as required , T&P, royalty, all taxes etc. required for proper completion of work
16.56
1810
29973.6
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15 mm thick plaster with cement, fine sand mortar in proportion of 1:4 in fair side of wall I/c all required for proper completion of work as directed by engineer in charge, chapter 13 S.I. NO. 17.59 (ii)
42
199
8358
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Class-150 brick work in 1:4 cement and Fine sand mortar in foundation and plinth I/c all compelete chapter- 6 S.I. No. 305
13.65
6238
85148.7
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Supply & erection of "D" clamps of 50 mm x 6mm flatiron on steel tubular poles / steel rail poles with bolts,nuts etc. complete in all respects including painting with aluminium paint .
80
223
17840
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Supply and wiring of submain with two number 2.5
sq.mm. PVC insulated 1100 V grade single core
aluminium conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit with 1 nos. 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit complete in all respect.
400
121
48400
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Cement concrete with 40 mm gauge stone ballast, approved coarse sand and cement in proportion of 8:4:1 i/c all required for proper completion of work as per directed by Engineer in charge. As chapter 5 as S.I. No. 281
5.6
5190
29064
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Earth work in excavation in foundation in B.C. soil Lead up to 30m and lift up to 1.50 m i/c all complete as per directed by Engineer in charge.
12.48
157
1959.36
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Cement concrete with 40 mm gauge stone ballast, approved coarse sand and cement in proportion of 8:4:1 i/c all required for proper completion of work as per directed by Engineer in charge. As chapter 5 as S.I. No. 281
2.8
5190
14532
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Cement concrete with 40 mm gauge stone ballast, approved coarse sand and cement in proportion of 8:4:1 i/c all required for proper completion of work as per directed by Engineer in charge. As chapter 5 as S.I. No. 281
4.16
5190
21590.4
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S/f of street light bracket complete.
40
550
22000
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15 mm thick plaster with cement, fine sand mortar in proportion of 1:4 in fair side of wall I/c all required for proper completion of work as directed by engineer in charge, chapter 13 S.I. NO. 17.59 (ii)
60
199
11940
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Earth work in excavation in foundation in B.C. soil Lead up to 30m and lift up to 1.50 m i/c all complete as per directed by Engineer in charge.
49.68
157
7799.76
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Filling of Local sand having P.I. less then 5 in foundation or for stabilization of sub grade I/c all materials, labour, sprinkling of water as required , T&P, royalty, all taxes etc. required for proper completion of work
2.8
1810
5068
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C.C. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit I/c all required for proper completion of work as directed by engineer in charge, chapter 5 S.I. NO. New item - (a)
1.86
6500
12057.5
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Construciton of Nali Nirman From Vimla ke makan se Chandrabhan ke makan tak
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-
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Construciton of Nali Nirman From Devi ji ke Mandir se Nala tak
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-
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C.C. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit I/c all required for proper completion of work as directed by engineer in charge, chapter 5 S.I. NO. New item - (a)
2.65
6500
17225
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C.C. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit I/c all required for proper completion of work as directed by engineer in charge, chapter 5 S.I. NO. New item - (a)
6.26
6500
40664
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Earth work in excavation in foundation in B.C. soil Lead up to 30m and lift up to 1.50 m i/c all complete as per directed by Engineer in charge.
14.4
157
2260.8
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Construciton of Nali Nirman From Shiv balak ke makan se Devi ji ke mandir tak
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-
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Construciton of Nali Nirman From Pappu ke makan se Ram ji ke mandir tak
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-
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Supply and fixing of LED Street light Fittingwith mandatory driver set having die cast aluminium body with toughend glass uv stabilized pc Cover and lenses suitable for 140watt to 150watt and conferming to IP66 and IK07 and above protection having company logo engraved completein all respect .
40
10488
419525.6
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Filling of Local sand having P.I. less then 5 in foundation or for stabilization of sub grade I/c all materials, labour, sprinkling of water as required , T&P, royalty, all taxes etc. required for proper completion of work
4.16
1810
7529.6
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Cement concrete with 40 mm gauge stone ballast, approved coarse sand and cement in proportion of 8:4:1 i/c all required for proper completion of work as per directed by Engineer in charge. As chapter 5 as S.I. No. 281
16.56
5190
85946.4
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Filling of Local sand having P.I. less then 5 in foundation or for stabilization of sub grade I/c all materials, labour, sprinkling of water as required , T&P, royalty, all taxes etc. required for proper completion of work
4.8
1810
8688
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Class-150 brick work in 1:4 cement and Fine sand mortar in foundation and plinth I/c all compelete chapter- 6 S.I. No. 305
6.83
6238
42574.35
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Class-150 brick work in 1:4 cement and Fine sand mortar in foundation and plinth I/c all compelete chapter- 6 S.I. No. 305
10.14
6238
63253.32
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Construciton of Nali Nirman From Munna lal ke Makan se Munesh ke makan tak
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-
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12 mm thick plaster with cement, fine sand mortar in proportion of 1:4 in fair side of wall I/c all required for proper completion of work as directed by engineer in charge, chapter 13 S.I. NO. 17.58 (ii)
110.4
199
21969.6
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Earth work in excavation in foundation in B.C. soil Lead up to 30m and lift up to 1.50 m i/c all complete as per directed by Engineer in charge.
16.8
157
2637.6
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Filling of Local sand having P.I. less then 5 in foundation or for stabilization of sub grade I/c all materials, labour, sprinkling of water as required , T&P, royalty, all taxes etc. required for proper completion of work
5.6
1810
10136
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Cement concrete with 40 mm gauge stone ballast, approved coarse sand and cement in proportion of 8:4:1 i/c all required for proper completion of work as per directed by Engineer in charge. As chapter 5 as S.I. No. 281
3.52
5190
18268.8
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Class-150 brick work in 1:4 cement and Fine sand mortar in foundation and plinth I/c all compelete chapter- 6 S.I. No. 305
28.57
6238
178194.71
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C.C. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit I/c all required for proper completion of work as directed by engineer in charge, chapter 5 S.I. NO. New item - (a)
1.17
6500
7579
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Cement concrete with 40 mm gauge stone ballast, approved coarse sand and cement in proportion of 8:4:1 i/c all required for proper completion of work as per directed by Engineer in charge. As chapter 5 as S.I. No. 281
8
5190
41520
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Filling of Local sand having P.I. less then 5 in foundation or for stabilization of sub grade I/c all materials, labour, sprinkling of water as required , T&P, royalty, all taxes etc. required for proper completion of work
8
1810
14480
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C.C. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit I/c all required for proper completion of work as directed by engineer in charge, chapter 5 S.I. NO. New item - (a)
0.93
6500
6032
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C.C. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit I/c all required for proper completion of work as directed by engineer in charge, chapter 5 S.I. NO. New item - (a)
1.59
6500
10335
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Filling of Local sand having P.I. less then 5 in foundation or for stabilization of sub grade I/c all materials, labour, sprinkling of water as required , T&P, royalty, all taxes etc. required for proper completion of work
3.52
1810
6371.2
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Earth work in excavation in foundation in B.C. soil Lead up to 30m and lift up to 1.50 m i/c all complete as per directed by Engineer in charge.
8.4
157
1318.8
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Earth work in excavation in foundation in B.C. soil Lead up to 30m and lift up to 1.50 m i/c all complete as per directed by Engineer in charge.
24
157
3768
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Supply and fixing of MS sign Edge board including painting and lettering as directed by Engineer-in-charge.
1
10000
10000
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15 mm thick plaster with cement, fine sand mortar in proportion of 1:4 in fair side of wall I/c all required for proper completion of work as directed by engineer in charge, chapter 13 S.I. NO. 17.59 (ii)
31.2
199
6208.8
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Earth work in excavation in foundation in B.C. soil Lead up to 30m and lift up to 1.50 m i/c all complete as per directed by Engineer in charge.
10.56
157
1657.92
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12 mm thick plaster with cement, fine sand mortar in proportion of 1:4 in fair side of wall I/c all required for proper completion of work as directed by engineer in charge, chapter 13 S.I. NO. 17.58 (ii)
37.1
199
7382.9
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Construciton of Nali Nirman From Ram Avtaar ke Makan se Ramkumar ke makan tak
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-
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15 mm thick plaster with cement, fine sand mortar in proportion of 1:4 in fair side of wall I/c all required for proper completion of work as directed by engineer in charge, chapter 13 S.I. NO. 17.59 (ii)
36
199
7164
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Class-150 brick work in 1:4 cement and Fine sand mortar in foundation and plinth I/c all compelete chapter- 6 S.I. No. 305
8.58
6238
53522.04
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Class-150 brick work in 1:4 cement and Fine sand mortar in foundation and plinth I/c all compelete chapter- 6 S.I. No. 305
11.7
6238
72984.6
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Electrical Work of Street light (30 nos) at Vill Doulatpura Kalpi,
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