BRR : 10379201
Tender Brief : Tender For Work Of Gap Filling At Vill Daulatpur Kalpi Block Dakor Jalaun U.P.Under Scheme Pradhan Mantri Anusuchit Jati Abhyudaya Yojana (Pm-Ajay) - Construciton of Nali NirmanFrom Vimla ke makan se Chandrabhan ke makan tak 2 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. 3 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 ... Read More
Tender Value
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Ref. Document
Submission Date
19-03-2025
Participated Bidder List
6 No of Bidder(s)
| Sr No. | Bidder Name | Bid Analytics | Technical Bid | Financial Bid | AOC | Bid Value | Rank |
|---|---|---|---|---|---|---|---|
| 1 | cnet-technologies | Bid Analytics | |||||
| 2 | cnet-technologies | Bid Analytics | 16,76,261.01 | L2 | |||
| 3 | cnet-technologies | Bid Analytics | 16,93,870.55 | L4 | |||
| 4 | cnet-technologies | Bid Analytics | |||||
| 5 | cnet-technologies | Bid Analytics | 14,22,180.43 | L1 | |||
| 6 | cnet-technologies | Bid Analytics | 16,77,099.56 | L3 |
Work Detail
tender for work of gap filling at vill daulatpur kalpi block dakor jalaun u.p.under scheme pradhan mantri anusuchit jati abhyudaya yojana (pm-ajay) - construciton of nali nirmanfrom vimla ke makan se chandrabhan ke makan tak 2 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. 3 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 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 class-150 brick work in 1:4 cement and fine sandmortar in foundation and plinth i/c all compeletechapter- 6 s.i. no. 305 6 15 mm thick plaster with cement, fine sand mortar in proportion of 1:4 in fair side of walli/c all required for proper completion of work asdirected by engineer in charge, chapter 13 s.i. no. 17.59 (ii) 7 c.c. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit i/c all required for proper completion of work asdirected by engineer in charge, chapter 5 s.i. no. new item - (a) 8 construciton of nali nirmanfrom shiv balak ke makan se devi ji ke mandir tak 9 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 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 11 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 12 class-150 brick work in 1:4 cement and fine sandmortar in foundation and plinth i/c all compeletechapter- 6 s.i. no. 305 13 15 mm thick plaster with cement, fine sand mortar in proportion of 1:4 in fair side of walli/c all required for proper completion of work asdirected by engineer in charge, chapter 13 s.i. no. 17.59 (ii) 14 c.c. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit i/c all required for proper completion of work asdirected by engineer in charge, chapter 5 s.i. no. new item - (a) 15 supply and fixing ofms sign edgeboard including painting and lettering as directed by engineer-in-charge. 16 construciton of nali nirmanfrom pappu ke makan se ram ji ke mandir tak 17 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. 18 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 19 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 20 class-150 brick work in 1:4 cement and fine sandmortar in foundation and plinth i/c all compeletechapter- 6 s.i. no. 305 21 15 mm thick plaster with cement, fine sand mortar in proportion of 1:4 in fair side of walli/c all required for proper completion of work asdirected by engineer in charge, chapter 13 s.i. no. 17.59 (ii) 22 c.c. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit i/c all required for proper completion of work asdirected by engineer in charge, chapter 5 s.i. no. new item - (a) 23 construciton of nali nirmanfrom arun ke makan se nala tak 24 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. 25 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 26 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 27 class-150 brick work in 1:4 cement and fine sandmortar in foundation and plinth i/c all compeletechapter- 6 s.i. no. 305 28 15 mm thick plaster with cement, fine sand mortar in proportion of 1:4 in fair side of walli/c all required for proper completion of work asdirected by engineer in charge, chapter 13 s.i. no. 17.59 (ii) 29 c.c. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit i/c all required for proper completion of work asdirected by engineer in charge, chapter 5 s.i. no. new item - (a) 30 construciton of nali nirmanfrom devi ji ke mandir se nala tak 31 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. 32 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 33 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 34 class-150 brick work in 1:4 cement and fine sandmortar in foundation and plinth i/c all compeletechapter- 6 s.i. no. 305 35 12 mm thick plaster with cement, fine sand mortar in proportion of 1:4 in fair side of walli/c all required for proper completion of work asdirected by engineer in charge, chapter 13 s.i. no. 17.58 (ii) 36 c.c. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit i/c all required for proper completion of work asdirected by engineer in charge, chapter 5 s.i. no. new item - (a) 37 construciton of nali nirmanfrom munna lal ke makan se munesh ke makan tak 38 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. 39 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 40 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 41 class-150 brick work in 1:4 cement and fine sandmortar in foundation and plinth i/c all compeletechapter- 6 s.i. no. 305 42 12 mm thick plaster with cement, fine sand mortar in proportion of 1:4 in fair side of walli/c all required for proper completion of work asdirected by engineer in charge, chapter 13 s.i. no. 17.58 (ii) 43 c.c. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit i/c all required for proper completion of work asdirected by engineer in charge, chapter 5 s.i. no. new item - (a) 44 construciton of nali nirmanfrom ram avtaar ke makan se ramkumar ke makan tak 45 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. 46 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 47 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 48 class-150 brick work in 1:4 cement and fine sandmortar in foundation and plinth i/c all compeletechapter- 6 s.i. no. 305 49 12 mm thick plaster with cement, fine sand mortar in proportion of 1:4 in fair side of walli/c all required for proper completion of work asdirected by engineer in charge, chapter 13 s.i. no. 17.58 (ii) 50 c.c. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit i/c all required for proper completion of work asdirected by engineer in charge, chapter 5 s.i. no. new item - (a) 51 electrical work of street light (30 nos) at vill doulatpura kalpi, 52 supply and fixing of led street light fittingwith mandatory driver set having die cast aluminium body with toughend glass uv stabilizedpc cover and lenses suitable for 140watt to 150watt and conferming to ip66 and ik07 and above protection having company logo engraved completein all respect . 53 supply and wiring of submain with two number 2.5sq.mm. pvc insulated 1100 v grade single corealuminium conductor cable in 20 mm diaheavy 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. 54 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 . 55 s&f of 16 amp. 240 v spn metal clad rewireable type switch fuse unit on m.d.f.e.g. / teak wood board complete in all respect. 56 s/f of street light bracket complete.
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