Tender For Construction Of Nrm Works Under Mjsa 2.2 Farm Pond (9 Nos.), Nala Deepening (7 Nos.), Recharging Shaft Of Aquifers (4 Nos.), Rtwhs (5 Nos.), Sunken Pond (1 No.) G.P. Gandiphali, Jakhoda, Godliyahedi, Arandkhera In P.S. Ladpura
Tender Value
43.69 Lakhs
Estimated cost
Bid Submission
16 Sep 2026
6 days left
EMD
87395
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kota → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Nrm Works Under Mjsa 2.2 Farm Pond (9 Nos.), Nala Deepening (7 Nos.), Recharging Shaft Of Aquifers (4 Nos.), Rtwhs (5 Nos.), Sunken Pond (1 No.) G.P. Gandiphali, Jakhoda, Godliyahedi, Arandkhera In P.S. Ladpura
BOQ
| Sl. No. | Item Description |
| 1 | Construction of tube well 100 meter & above in all types of rock by DTH System & over burden to accommodate casing pipe of following sizes in all types of soils and overburden including lowering of casing pipes but excluding cost of casing pipe as per IS:2800 (Part – I & II) 1979 specfications. The work would be completed after obtaining sand free water. The tube-well should have a through out bore as per nomial dia of casing pipe 200 mm dia nominal bore. 200 mm dia nominal bore. |
| 2 | Supply of strainer pipes made of ERW M.S. black pipe ISI Marked of following size at the site of work including required size of slotting as per IS : 8110-1985. 200 mm dia nominal bore |
| 3 | ts-lh-ch- e’khu@VªSDVj e; LØsij }kjk feV~Vh [kqnkbZ dk;Z] [kksnh gqbZ feV~Vh dks 15 ls-eh- ijr esa nckuk ¼compaction½ ,oa ck.M ¼bund½ dk lsD’ku ¼dkV {ks=Qy esa½@çksQkby la/kkfjr djuk e; p<+kuk ,oa mrkjuk çkjafHkd yhM 250 eh- ,oa fy¶V 3 ehVj rdA bZdkbZ 1 ?ku eh-A e’khujh dk;Z l[r feV~VhA ¼in hard soil½ |
| 4 | lhesUV daØhV 1%2%4@1%1-5%3 feJ.k dh izofyr lhesUV daØhV esa Mkyuk rFkk vkiwfrZ djuk] Nr dh LySc] NTts] che] fyUVy vkfn esa nckuk] rjkbZ djuk rFkk lrg dks 1%3 lhesUV elkys ls leery djuk vkfn lesr ckMcUnh lfgr ijUrq LVhy rFkk 'kVfjax dh dher vyx lsA |
| 5 | lsUVfjax 'kVfjax ¼r[rk ,oa |
| 6 | vkj-lh-lh- dke ds fy, yksgs dks dkVuk] eksM+uk rFkk LFkku ij yxkuk rFkk cka/kus dk dk;Z e; vkiwfrZ dsA |
| 7 | Supply & Lowering air line of 25mm dia, G.I. pipe 'B' class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc. |
| 8 | 40 fe-eh- ukHkh; eki dh Ø’kj jksM+h dk;Z LFky ijA |
| 9 | 20 fe-eh- ukHkh; eki dh Ø’kj jksM+h dk;Z LFky ijA |
| 10 | 12@10@6 fe-eh- ukHkh; eki dh Ø’kj jksM+h dk;Z LFky ijA |
| 11 | Supply & Fixing tube well cover of MS sheet (6 mm thick) with nuts & bolts complete for casing size 200 mm |
| 12 | 110 fe-eh- O;kl ds ih-oh-lh- ikbZi dk Mkyuk e; vU; vko’;d lkexzh lfgrA |
| 13 | S&F M.S. clamp, set of 50×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set |
| 14 | uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feV~Vh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feV~Vh dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks 50 ehVj dh nwjh rd fuLrkj.k djukA |
| 15 | lhesUV daØhV 1%2%4@1%1-5%3 feJ.k dh izofyr lhesUV daØhV esa Mkyuk rFkk vkiwfrZ djuk] Nr dh LySc] NTts] che] fyUVy vkfn esa nckuk] rjkbZ djuk rFkk lrg dks 1%3 lhesUV elkys ls leery djuk vkfn lesr ckMcUnh lfgr ijUrq LVhy rFkk 'kVfjax dh dher vyx lsA With 1:1.5:3 (1 cement : 1.5 : coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 16 | Construction of tube well after completion of drilling by rotary/percussion method & upto 100 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 200 mm dia nominal bore. |
| 17 | Supply of ERW M.S. black pipe ISI Marked offollowing size at the site of work including required size of slotting as per IS : 4270-2001. 200 mm dia nominal bore 5.40 mm thick, mass of tube 28.46 kg/ mt |
| 18 | Supply of bore well cover to accommodate 200 mm MS pipe made of MS flat & MS sheet as per drawings |
| 19 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 160mm dia |
| 20 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110mm dia |
| 21 | Cement concrete well mixed in cement mortar (1:4:8) laid in position complete including curing. Aggregate size up to 20 mm. |
| 22 | (22/7) × ((1.5 + 0.23 + 0.075 + 0.075)^2 - (1.5 - 0.075 - 0.075)^2) mtr. × 0.15 mtr. |
| 23 | Cement concrete well mixed in cement mortar (1:3:6) laid in position complete including curing. Aggregate size up to 20 mm.(22/7)×((1.5+0.23+0.075)^2-(1.5-0.075)^2) mtr. × 0.15 mtr. × 2 |
| 24 | Pipe Cover 150 mtr. ((0.30×0.30) - (0.785×0.16×0.16)) |
| 25 | uhao rFkk dqlhZ çFke Js.kh b±V dh fpukbZ lhesUV&ctjh 1%6 ;k 1%8 elkys esa] e; cxy dh f>jh cUn djus rFkk rjkbZ lfgrA lhesUV elkyk 1%6 |
| 26 | (22/7)×((1.5+0.23)^2-(1.5)^2) mtr. × (3.00-0.15-0.15) mtr.Chambers 0.45×0.45×0.30×15 |
| 27 | Cement plaster including smooth finishing in cement mortar (1:4) 25 mm thick. (2×(22/7)×1.5) mtr. × (2.45-0.15-0.15) mtr. |
| 28 | Supply & lying River-gravels of following sizes in recharge shaft filter pit after screening & washing from kachha shift without deduction of voids. |
| 29 | Size 9 to 12 mm, (22/7) × 1.5 × 1.5 × 0.60 mtr. |
| 30 | Size 3 to 5 mm, (22/7) × 1.5 × 1.5 × 0.60 mtr. |
| 31 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant |
| 32 | Bend 87.5, 110 mm dia |
| 33 | Pipe clip 110 mm |
| 34 | Door Tee 110 mm |
| 35 | Coupler 110mm |
| 36 | Reducer 110 mm |
| 37 | Mainhole cover gate |
| 38 | Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade. |
| 39 | 5 ls 7-50 lseh- xgjkbZ dk Mkxcsfyax dk;ZA |
| 40 | Mkxcsfyax djuk 2-5 lseh- ls 5-00 lseh- xgjkbZ rdA |
| 41 | taxy dh lQkbZ] Hkkjh >kfM+;ksa rFkk 30 lseh yisV rd ds ikS/kksa dks dkVus lesrA |
| 42 | Riprap stone laying in required profile properly hand packed using stone of specified size including all lead and lift, 23cm thickness (± 5% thickness tolerance) |
| 43 | LVkbZyks ?kkl ds cht dh vkiwfrZ ¼cktkj nj½ 1-00 fdyks@ysu izfr 100 ehVj ¼6 ysu esa½ |
| 44 | [email protected] ds cht dh vkiwfrZ ¼cktkj nj½ 1-00 fdyks@ysu izfr 100 ehVj ¼6 ysu esa½ |
| 45 | LVkbZyks ?kkl ds cht dh cqokbZ 6 ykbZu esaA |
| 46 | [email protected] ds cht dh cqokbZ 4 ykbZu esaA |
| 47 | lwpuk cksMZ lkbZV ij yxkuk lfgrA Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysSep 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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