Irrigation And Public Health Department has published Providing Various Water Supply Schemes For Schedule Caste Villages Jhundi Keoli And Balinda In Tehsil Thunag Distt Mandi Hp Construction Of Intake Chamber Sedimentation Tank Of 15500 Liters Filter Bed Of 39 Sqm In Two Units Rcc Storage Tank Of 42000 Liter. Submission Date for this Tender is 30-04-2021. Manhole Construction Tenders in Thunag Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Providing various water supply schemes for schedule caste villages Jhundi, Keoli and Balinda in Tehsil Thunag Distt. Mandi (HP).(SH:-C/O Intake chamber, Sedimentation tank of 15500 Ltrs, Filter Bed of 39 sqm in two units, RCC storage tank of 42000 Ltrs and RCC storage of 20000 ltrs capacity) Phase-1st.1st (Estimated Cost 1948522/- Earnest Money 36730/- Time Limit Six Months Cost of tender document 400/- | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sidesand bed stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth , sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001113 | 185.08 | Cum |
| 2 | 2 | Providing and laying cement concrete 1:4:8 ( 1cement:4sand: 8graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | 20.56 | Cum | |
| 3 | 3 | Providing and laying cement concrete 1:3:6 ( 1cement:34sand: 6graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | 4.81 | Cum | |
| 4 | 4 | Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- | |||
| 5 | 4.01 | Foundation, footings base of columns and the like mass concrete. | 26.02 | Cum | |
| 6 | 4.02 | Walls any thickness but not less than 0.1 mtr. thickness attached pillasters, buttresses plinth and string courses etc. from top of foundation level upto floor two level | 28.5 | Cum | |
| 7 | 4.03 | Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level. | 3.34 | Cum | |
| 8 | 5 | Providing and laying cement concrete in M 30 grade but not less than 1:1 :2 ( 1cement: 1 sand: 2graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- | |||
| 9 | 5.01 | Foundation, footings base of columns and the like mass concrete. | 7.13 | Cum | |
| 10 | 5.02 | Walls any thickness but not less than 0.1 mtr. thickness attached pillasters, buttresses plinth and string courses etc. from top of foundation level upto floor two level | 13.95 | Cum | |
| 11 | 6 | Providing and laying cement concrete 1:2:4(1Cement :2 sand:4 graded crushed stone aggregate 20mm nominal size and curing completre excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in :- | |||
| 12 | 6.01 | Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level. | 0.51 | Cum | |
| 13 | 7 | Providing and laying cement concrete 1:2:4 ( 1cement:: 2 sand:: 4graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-Precaste Manhole cover. | 0.08 | Cum | |
| 14 | 8 | Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs. and removal of the same for in-situ reinforced concrete and plain concrete work in all leads and lifts. | |||
| 15 | 8.01 | Foundations, footings, basis of columns etc., and mass concrete. | 9.82 | Sqm | |
| 16 | 8.02 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like | 466.67 | Sqm | |
| 17 | 8.03 | Flat surface such as soffits of suspended floors, roofs, landing and the like floor etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-charge. | 115 | Sqm | |
| 18 | 8.04 | Beams,cantilivers,girders and lintels sides and soffits of beams,beam haunchings, cantilivers , girders, bressumers and lintels not exceeding 1 metre in depth. | 1.16 | Sqm | |
| 19 | 9 | Providingand laying tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level including the cost of binding wire complete in all leads and lifts. | 6909.69 | Kg | |
| 20 | 10 | Providing & fixing precast concrete manhole cover & frame conforming to IS-12593-1988,part-I and IS 12592-1991, part-II, 500mm diameter , medium duty in all leads and lifts. | 4 | Nos. | |
| 21 | 11 | Fixing GI pipe for inlet, outlet and over flow, bye pass arrangement and ventilating pipe in all leads and lifts complete in all respect :_ | |||
| 22 | 11.01 | 65mm dia | 9 | Rmt | |
| 23 | 11.02 | 80mm dia | 27 | Rmt | |
| 24 | 12 | Providing and fixing C.I. sluice valve ( with hand wheel( as per IS:780, class up to 300mm diaincluding brass spindle as per IS:2906, class II for diameter more than 300mm complete with bolts, nuts, rubber insertion etc ( The tail piece if required shall be measured and paid for separately ) with in all leads, lifts and entire satisfaction of Engineer in charge. | |||
| 25 | 12.01 | 65mm diameter. | 3 | Nos. | |
| 26 | 12.02 | 80mm diameter. | 4 | Nos. | |
| 27 | 13 | Providing and placing in horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer-in-charge including all leads and lifts. | |||
| 28 | 13.01 | Top Layer:-Fine sand screened, cleaned, washed and graded effective size 0.20 to 0.40 with uniformity co-efficient 2 to 3). | 28.83 | Cum | |
| 29 | 13.02 | 2nd Layer:-Coursed sand screened, washed and graded from 3mm to 6mm | 3.84 | Cum | |
| 30 | 13.03 | 3rd Layer:-Bajari screened, washed and graded from 6mm to 20mm | 3.84 | Cum | |
| 31 | 13.04 | 4th Layer:- Bajari screened, washed and graded from 20mm to 25mm | 3.84 | Cum | |
| 32 | 13.05 | Bottom Layer :-broken stone screened washed and graded from 50mm to 75mm | 5.77 | Cum | |
| 33 | 14 | Providing and placing in horizontal layers dry bricks in two layers as per the direction of Engineer incharge with in all leads and lifts. | 1702 | Nos. |
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