Tender For Construction Of Nrm Works Under Mjsa 2.2, Anicut Renovation (1No.), Farm Pond (1No.), Pcd (2No.), Rtwhs (2Nos.), Talai Renovation(1No.), Whs(1No.), Recharge Shaft (1No.) G.P. Godliyahedi, Gandiphali, Jakhora In Ps Ladpura
Tender Overview
Project Description
Tender for Construction Of Nrm Works Under Mjsa 2.2, Anicut Renovation (1No.), Farm Pond (1No.), Pcd (2No.), Rtwhs (2Nos.), Talai Renovation(1No.), Whs(1No.), Recharge Shaft (1No.) G.P. Godliyahedi, Gandiphali, Jakhora In Ps 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 specifications. The work would be completed after obtaining sand free water. The tube-well should have a through out bore as per nominal 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 | lsUVfuax '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 | Q’kZ ds uhps lw[kk [kajtk gsrq 15 lseh Å¡ps iRFkjksa dh vkiwfrZ ,oa [kajtk yxkus dk iw.kZ dk;ZA |
| 8 | 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. |
| 9 | 40 fe-eh- ukHkh; eki dh Ø’kj jksM+h dk;Z LFky ijA |
| 10 | 20 fe-eh- ukHkh; eki dh Ø’kj jksM+h dk;Z LFky ijA |
| 11 | 12@10@6 fe-eh- ukHkh; eki dh Ø’kj jksM+h dk;Z LFky ijA |
| 12 | Supply & fixing tube well cover of MS sheet (6 mm thick) with nuts & bolts complete for casing size 200 mm |
| 13 | 110 fe-eh- O;kl ds ih-oh-lh- ikbZi dk Mkyuk e; vU; vko’;d lkexzh lfgrA |
| 14 | 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 |
| 15 | Display Boart at Site |
| 16 | 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 |
| 17 | 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 |
| 18 | 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. |
| 19 | Supply of ERW M.S. black pipe ISI Marked of following 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/mtr. |
| 20 | Supply of bore well cover to accommodate 200 mm MS pipe made of MS flat & MS sheet as per drawings |
| 21 | 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 |
| 22 | 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 |
| 23 | Cement concrete well mixed in cement mortar (1:4:8) laid in position complete including curing. Aggregate size up to 20 mm. (22/7)×((1.5+0.23+0.075+0.075)/2 - (1.5-0.075-0.075)/2) mtr.× 0.15 mtr. |
| 24 | 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, pipe cover 150 mt.((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(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 |
| 26 | 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. |
| 27 | Supply & lying River-gravels of following sizes in recharge shaft filter pit after screening & washing from kachha shift without deduction of voids. |
| 28 | Size 9 to 12 mm, (22/7)×1.5×1.5×0.60 mtr. |
| 29 | Size 3 to 5 mm, (22/7)×1.5×1.5×0.60 mtr. |
| 30 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: |
| 31 | Bend 87.5, 110 mm dia |
| 32 | Pipe clip 110 mm |
| 33 | Door Tee 110 mm |
| 34 | Coupler 110mm |
| 35 | Reducer 110 mm |
| 36 | Mainhole cover gate |
| 37 | Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade |
| 38 | lhesUV] daØhV 1%4%8 (i) 40 ,e,e Ø’kj czksdu iRFkj dh fxV~Vh ds LFkku ij gkFk ls VwVh gqbZ jksM+h ds mi;ksx djus ij ogh ek=k ns; gksxh ijUrq fxV~Vh dh nj esa 30% dh dVkSrh dh tkosxhA (ii) Vibrator and Mixure dk mi;ksx ugha djus ij 3% dh dVkSrh dh tkosA |
| 39 | lhesUV dUØhV 1 lhesUV % 3 ctjh rFkk 6 fxV~Vh iRFkj dh 40 fe-eh- ukHkh; eki dh uhao es Mkyuk] dwVuk rFkk rjkbZ vkfn lfgr ,uhdV ds fy;sA Vibrator and Mixture dk mi;ksx ugha djus ij 3% dh dVkSrh dh tkosA |
| 40 | lhesUV dUØhV 1 lhesUV % 3 ctjh rFkk 6 fxV~Vh iRFkj dh 20 fe-eh- ukHkh; eki dh uhao es Mkyuk] dwVuk rFkk rjkbZ vkfn lfgr ,uhdV ds fy;sA Vibrator and Mixture dk mi;ksx ugha djus ij 3% dh dVkSrh dh tkosA |
| 41 | lhesUV] daØhV 1 lhesUV % 2 ctjh rFkk 4 fxV~Vh iRFkj ,xzhxsV vuqikr esa 12 fe-eh- ukHkh; eki dh ,xzhxsV ds lkFk Mkyuk] dwVuk rFkk rjkbZ vkfn lfgrA |
| 42 | lhesUV IykLrj nhokj ij 12 fe-eh- eksVkbZ esa 1%4 vuqikr esa ctjh lhesUV feykdj tksM+ksa dks dqjsnus rFkk 14 fnu rd fu;fer rjkbZ lesrA |
| 43 | lM+d fuekZ.k lkexzh dh vkiwfrZA 'kwU; dkVus ds cknA xzsoy ¼okbM~l dkVsa 1@6½ |
| 44 | Chairs |
| 45 | MkXk csYkhXak djuk ¼2-5 lseh ls 5-0 lseh-½ xgjkbZ rd |
| 46 | taxy dh lQkbZ] lk/kkj.k ouLifr rFkk >kfM+;ksa dks dkVus lesrA 30lseh |
| 47 | Compaction of earth or highly weathered strata. By manually or plain roller. (density 90% of Proctor) |
| 48 | Watering of earth including cost of carriage of water when source of water is up to 3 Km |
| 49 | Riprap stone laying in required profile properly hand packed using stone of specified size including all lead and lift, 23cm thickness (± 5% thickness tolerance) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysBid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
Download All (ZIP) ↓We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender