Public Health Engineering Department-PHED has published Providing And Laying Of Fitting G . I . Pipes In Gravity Mains And Sub Mains Of Village Dhumunda And Distribution System Of Village Powara From Service Reservoir Powara And Malane And Construction Of 01 No . Inlet Tank At Source Of Wss Manthala Dhumunda. Submission Date for this Tender is 01-03-2021. Pipe Laying Tenders in Doda Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Name of Work: Providing & Laying of Fitting G.I. Pipes in Gravity mains and Sub mains of Village Dhumunda and Distribution System of Village Powara from Service Reservoir Powara and Malane and Construction of 01 No. Inlet Tank at source of WSS Manthala Dhumunda under NABARD (re-tendered) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan, including dressing of sides s and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kind of soil. | 1941.12 | Cum | |
| 2 | 2.01 | Earth work in excavation by manual means in foundation of trenches of required for R/Wall at source for strengthening of Gravity main 30% Ordinary and 70% all kind of soil. | 56.98 | Cum | |
| 3 | 3.01 | Providing and fixing G.I. Pipes complete with G.I. Fittings excluding trenching and refilling etc. (external work) (rate to be quoted including carriage by MT/HL complete job).\nG.I. Pipe 80mmØ | 2000 | Mtr. | |
| 4 | 4.01 | G.I. Pipe 65mmØ | 1200 | Mtr. | |
| 5 | 5.01 | G.I. Pipe 50mmØ | 350 | Mtr. | |
| 6 | 6.01 | G.I. Pipe 40mmØ | 2000 | Mtr. | |
| 7 | 7.01 | G.I. Pipe 32mmØ | 4000 | Mtr. | |
| 8 | 8.01 | G.I. Pipe 25mmØ | 300 | Mtr. | |
| 9 | 9.01 | G.I. Pipe 20mmØ | 300 | Mtr. | |
| 10 | 10.01 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by lead upto 50m and lift upto 1.5m. | 1552.44 | Cum | |
| 11 | 11.01 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality (screwed end) 65mmØ | 2 | No. | |
| 12 | 12.01 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size). | 0.57 | Cum | |
| 13 | 13.01 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc. upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with: 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size). | 1.19 | Cum | |
| 14 | 14.01 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size). | 0.14 | Cum | |
| 15 | 15.01 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15º, landings, balconies, shelves, chajjas, lintels, band, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with: 1:1½:3 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20mm nominal size) | 0.23 | Cum | |
| 16 | 16.01 | Centering and shuttering including strutting, propping etc. and removal of form for:\na) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 13.68 | Sqm | |
| 17 | 17.01 | b) Suspended floors, roofs, landings, balconies, and access platforms. | 1.44 | Sqm | |
| 18 | 18.01 | c) Edges of slabs and breaks in floors and walls (under 20cm wide) | 6.6 | R/M | |
| 19 | 19.01 | Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding complete Mild steel and Medium Tensile Bars. | 20 | Kg. | |
| 20 | 20.01 | 12mm cement plaster finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) | 13.68 | Sqm | |
| 21 | 21.01 | Providing and fixing of G.I. Manhole with cover | 1 | No. | |
| 22 | 22.01 | Coursed Rubble Masonry with hard stone in foundation and plinth and curing complete with: Cement 1:6 (1 Cement: 6 coarse sand) | 43.4 | Cum | |
| 23 | 23.01 | Dry Random Rubble masonry with hard stone in foundation and plinth: without bond stone | 37.8 | Cum | |
| 24 | 24 | Carriage of Stone from local nallah (Seri) at an average distance of 20Kms by Mechanical Transport. | 81.2 | Cum | |
| 25 | 25 | Carriage of Sand & Bajree from Seri (Neru Nallah) to road side at an average distance of 22Kms by Mechanical Transport. | 51.67 | Cum | |
| 26 | 26 | Carriage of Sand & Bajree from road side to site of work at an average distance of 05Kms by Head Load. | 54.19 | Cum | |
| 27 | 27 | Carriage of 40mm nominal size stone aggregate from source to site of work at an average distance of 2Km by Head Load. | 0.5 | Cum |
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