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| 1 | EARTHWORK EXCAVATION OF Re-Excavation of Krishnaballavpur Water Detention Structure (WDS) at G.P- Dewanchak-II, Mouza-Krishnaballavpur, JL No-105, Plot No-559, 560, Block-Ghatal in the District of Paschim Medinipur under the Executive Engineer (A-M), Midnapore (A-M) Division under JALATIRTHA (Phase-XI) (HMIC Recommended) Program for the Financial Year 2025-26.,Project ID-WI252648446S000.(See the sheet WDS) |
| 2 | CONSTRUCTION OF Re-Excavation of Krishnaballavpur Water Detention Structure (WDS) at G.P- Dewanchak-II, Mouza-Krishnaballavpur, JL No-105, Plot No-559, 560, Block-Ghatal in the District of Paschim Medinipur under the Executive Engineer (A-M), Midnapore (A-M) Division under JALATIRTHA (Phase-XI) (HMIC Recommended) Program for the Financial Year 2025-26.,Project ID-WI252648446S000.(See the sheet BATHING GHAT) |
| 3 | FORMATION OF WUA of Re-Excavation of Krishnaballavpur Water Detention Structure (WDS) at G.P- Dewanchak-II, Mouza-Krishnaballavpur, JL No-105, Plot No-559, 560, Block-Ghatal in the District of Paschim Medinipur under the Executive Engineer (A-M), Midnapore (A-M) Division under JALATIRTHA (Phase-XI) (HMIC Recommended) Program for the Financial Year 2025-26.,Project ID-WI252648446S000.(See the sheet WUA) Please Enable Macros to View BoQ information |
| 4 | EARTHWORK EXCAVATION OF Re-Excavation of Krishnaballavpur Water Detention Structure (WDS) at G.P- Dewanchak-II, Mouza-Krishnaballavpur, JL No-105, Plot No-559, 560, Block-Ghatal in the District of Paschim Medinipur under the Executive Engineer (A-M), Midnapore (A-M) Division under JALATIRTHA (Phase-XI) (HMIC Recommended) Program for the Financial Year 2025-26.,Project ID-WI252648446S000. |
| 5 | Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. Girth including removing as directed by Engineer-in-charge. |
| 6 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge |
| 7 | Excavation in ordinary soil/ mixed soil i.e clay mixed with moorum, kankar,pebbles/silt dry or moist/slushy silt/sticky soil for WDS/WHS/Reservoir /SFMIS etc with hydraulic excavater or any other means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/disposal site within all lifts and leads upto 1000m including spreading, levelling disposed spoils at disposed area. (mode of measurement : pre-work and post-work) |
| 8 | Construction of embankment by earth moving machinery with approved materials already deposited at site available from river bed cutting and excavation from drain and foundation of other structures as per given profile for formation of bank and as per directon of the Engineer-in-charge.(Payment will be made on the basis of Pre-work & Post-work level after necessary void deduction) |
| 9 | Supplying ,loading ,unloading Class NP 2 RCC spun pipe as per specification including freight charges A) 30 cm bore dia , 2.5 m length. |
| 10 | Supplying ,loading ,unloading Class NP 2 RCC collar as per specification including freight charges A) 30 cm bore dia |
| 11 | Laying of R.C.C. pipe with collar, lowering the same into the trench laying on the bed in trenches in prescribed gradient, depth and alignment, filling the end grooves with necessary bitumastic compound,filling caulking space with tarred gasket or with rubber gasket of appropriate size & covering with cement mortar (1:2) & testing the joints etc. complete as per drawing, specification including carriage of pipes from site stacks to the place of laying etc. & as per direction of the Engineer-in-charge. 30 cm dia. |
| 12 | Supplying, fitting and fixing including transportation of sign board for identifying the exact location of scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C. Sub-Total Rs. Add GST @ 18% Sub-Total Rs. Labour welfare Cess @1% Grand Total Rs. Say Rs |
| 13 | CONSTRUCTION OF BATHING GHAT OF Re-Excavation of Krishnaballavpur Water Detention Structure (WDS) at G.P- Dewanchak-II, Mouza-Krishnaballavpur, JL No-105, Plot No-559, 560, Block-Ghatal in the District of Paschim Medinipur under the Executive Engineer (A-M), Midnapore (A-M) Division under JALATIRTHA (Phase-XI) (HMIC Recommended) Program for the Financial Year 2025-26.,Project ID-WI252648446S000. |
| 14 | Earth work in excavation of foundation trenches or drains in all sorts of soil ( including mixed soil but excluding laterite and sand stone), including removing, spreading, or stacking the spoils, as directed and including trimming the sides of trenches, levelling, dressing and ramming the bottoms, bailing or pumping out water etc.as required complete .Depth of excavation not exceeding 1.5 mtrs &lead upto 15 m.(not requiring shoring). |
| 15 | Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidated the same by through saturation with water ramming complete including the cost of supply of sand. |
| 16 | Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 17 | Ordinary Cement Concrete (1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, as per relevent IS codes. |
| 18 | Hire & labour charges of shuttering with centering and necessary staging upto 4 mtrs using approved stout props & thick hard wood planks of approved thickness with required bracing for concrete slabs, bems, columns, lintels curved or straight including fitting fixing and striking out affer completion of works(upto the roof of ground floor).25mm to37.5mm thick wooden shuttering. |
| 19 | Reinforcement for reinforced concrete work in all sorts of structure including distribution bars, stirrups, binders etc. including supply of rods, initial straightening of bend bars excluding coil bars and removal of loose rust (if necessary) cutting to requisite length, hooking, bending to correct shape, placing in proper position and binding with 1.626 mm (16 SWG) black annealed wire at every inter section complete as per drawing and direction including cost of wire upto 1st floor level |
| 20 | Plaster (to wall, floor,ceilling etc) with sand and cement morter including rounding off or chamfering corners, as directed and racking out joints or roughening of concrete surface including throating, nosing and drip course as necessary at ground floor.(a) with (1:6) cement morter.(C) 15 mm.thick plaster. |
| 21 | Neat cement punning about 1.50mmthickin wall dado, floor, drain, door and window sill etc.complete. |
| 22 | Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 15 cm. Inlcuding watering & ramming etc. layer by layer complete with earth obtained form excavation of field channel. Sub-Total Rs. Add GST @ 18% Sub-Total Rs. Labour welfare Cess @1% Grand Total Rs. Say Rs BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Executive Engineer (A-M) Midnapore (A-M) Division Name of Work:- All in one bid for Re-Excavation of Krishnaballavpur Water Detention Structure (WDS) at G.P- Dewanchak-II, Mouza-Krishnaballavpur, JL No-105, Plot No-559, 560, Block-Ghatal in the District of Paschim Medinipur under the Executive Engineer (A-M), Midnapore (A-M) Division under JALATIRTHA (Phase-XI) (HMIC Recommended) Program for the Financial Year 2025-26.,Project ID-WI252648446S000. Tender Reference No : WBWRDD/EE(AM)MID/eNIT-93/25-26 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) SL No Description of Item Qty Unit Rate Amount(Rs.) DETAILED ESTIMATE FOR FORMATION OF WUA OF Re-Excavation of Krishnaballavpur Water WDS WITHIN MIDNAPORE(A-M) DIVISION. |
| 23 | Campaigning in the command area of one no WHT/WHR/RWHT/WDS Sub-project by community workers for mass awareness , capacity building to achieve sustainability of Sub-projects. Cost include wage payment to community workers, transportation, leaflet etc. |
| 24 | Demarcation of command area, selection of beneficiaries and preparation of land schedule within the Command area of one WHT/WHR/RWHT/WDS having CCA 5.0 Ha |
| 25 | Meeting Cost for WUA formation, cost including Refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charges |
| 26 | Registration Cost for WUA under suitable act ( Society ) deed writing including registration charge, conveyance cost & opening of Bank A/C etc. |
| 27 | Livelyhood plan / Micro plan formulation cost for minor irrigation scheme, cost including refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charge ( rate on meeting ) |
| 28 | Meeting and onsite demonstration for operation & maintenance of Scheme, water manangement and mode of collection of water tax, building of corpus fund etc |
| 29 | IEC Materials ( Leaflet, poster, notebook )= 8 meetings, for SL - 2 and SL - 4 ’ |
| 30 | Documentation Cost for activities of WUA Scheme by still photography, report booklet etc in both hard and soft copy. |
| 31 | Impact study & monitoring of scheme by site visit of 2 Community workers during 3 years' period Grand Total Rs. 16225.0 Say Rs. 16225.0 |
