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Remodeling The Existing 200Mm Dia Swg Main To 250Mm Dia Swg Main From H.No.3-16/109/554/1 To 3-16-108/5/95/A At Street No.5, Kamakshipuram Under Ramanthapur Section, Sd-Ii, O&M Divn.No.Xiv., MEDCHAL-MALKAJGIRI-Telangana

Hyderabad Metropolitan Water Supply And Sewerage Board-HMWSSB has published Remodeling The Existing 200Mm Dia Swg Main To 250Mm Dia Swg Main From H.No.3-16/109/554/1 To 3-16-108/5/95/A At Street No.5, Kamakshipuram Under Ramanthapur Section, Sd-Ii, O&M Divn.No.Xiv.. Submission Date for this Tender is 28-10-2020. Sewerage Construction Tenders in MEDCHAL-MALKAJGIRI Telangana. Bidders can get complete Tender details and download the document.




Tender Notice

25811301
Remodeling The Existing 200Mm Dia Swg Main To 250Mm Dia Swg Main From H.No.3-16/109/554/1 To 3-16-108/5/95/A At Street No.5, Kamakshipuram Under Ramanthapur Section, Sd-Ii, O&M Divn.No.Xiv.
Open Tender
Indian
Telangana
MEDCHAL-MALKAJGIRI
28-10-2020

Tender Details

Remodeling The Existing 200Mm Dia Swg Main To 250Mm Dia Swg Main From H.No.3-16/109/554/1 To 3-16-108/5/95/A At Street No.5, Kamakshipuram Under Ramanthapur Section, Sd-Ii, O&M Divn.No.Xiv.

Key Value

Document Fees
Refer document
EMD
INR 4854.0 /-
Tender Value
INR 4.85 Lakhs /-

BOQ Items

S.No Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)
1 Remodeling the existing 200mm dia SWG main to --- 63.50 One Cum 132.40 8407.40
Carting the excavated earthwhich is not useful to refilling the pipe line trenching including 10KM loading, unloading, incidental and labour charges,incidental and operational charges etc., complete as directed by the HMWSSB Officers.
2 Remodeling the existing 200mm dia SWG main to --- 30.00 One Rmt 201.00 6030.00
Redoing of 15mm dia PPC connections for domestic water supply connection including earth work excavation, cost of MDPE pipes, refilling etc., complete as directed by the dept.officers.
3 Remodeling the existing 200mm dia SWG main to --- 27.00 One Rmt 423.00 11421.00
Re-alignment of domestic sewer connection from defunts sewer to new sewer line from lanes and by lanes- supply , laying, jointing and testing of 101.6mm sewer first class pipe with air tight cement motor 1:5 proption including excavation of trenches and socket pits in all types of soils except rock up to 5 feet depth and refilling with watering and tamping (Specification as per item No.1 of R&B Hqrs, Circle SSR for the year 1999 -2000 & WS.item) 100mm dia
4 Remodeling the existing 200mm dia SWG main to --- 13.54 One Cum 5948.00 80535.92
Cement Concrete (1:2:4) With 400Kgs Cement/M3 mix with 20mm gauge hard granite machine crushed metal including cost and conveyance of all material to site, machine mixing of concrete, lifts, leads from work laying in positing, vibrating, compacting, curing, all labour charges, tools and plants and all other incidental and operational charges etc.,complete as directed by the H.M.W.S.&.S. Board Engineers.
5 Remodeling the existing 200mm dia SWG main to --- 13.54 One Cum 923.00 12497.42
Supply, devliery and filling of good quality Quarry dust (50& Rubbish 50% HBG stone 2.36mm) where ever required as directed by depatmental officers including cost and convenance of quarry dust stacking, levelling, watering, tamping & rolling all leads labour charges and other incidental and operational charges etc.complete as directed by the H.M.W.S.&.S. Board Engineers.
6 Remodeling the existing 200mm dia SWG main to --- 125.41 One Cum 34.90 4376.81
Refilling the pipe line trenches with selected excavated soils complying with standard specification after the pipe line is laid, joined and tested as etc., complete as directed by the H.M.W.S.&.S. Board Engineers including breaking of clods, watering, tamping and inclusive of all incidental and operational charges etc., complete as directed by the H.M.W.S.&. S. Board Engineers.
7 Remodeling the existing 200mm dia SWG main to --- 23.00 Each 873.00 20079.00
Construction of 0.9 mts internol diameter sewer manhole for additional depth of 0.10 M with cement bricks in CM 1:4 Prop. Internal Plastering 20 mm thickin And external plastering 12 mm Thick using CM 1:3 Prop.
8 Remodeling the existing 200mm dia SWG main to --- 11.00 Each 12588.00 138468.00
Construction of 0.90 mts internol diameter sewer manhole minimum depth 1.00 mts with cement bricks in CM 1:4 Prop. with CC bed 1:4 Prop with CC Bed 1:3:6 Prop. Benching and channel finished with cc 1:2:4 Prop. Internal Plastering 20 mm thickin And external plastering 12 mm Thick using CM 1:3 Prop.
9 Remodeling the existing 200mm dia SWG main to --- 106.20 One Rmt 376.00 39931.20
Lowering, Laying and jointing of swerage pipeswith air tight cement joints in cement motor (1:1) proportion andtesting the stone ware glazed pipes for the sewer line including cost of jointing material and labour charges excluding cost of sewerage pipes. For 250mm dia SWG pipe
10 Remodeling the existing 200mm dia SWG main to --- 212.40 One Rmt 128.69 27333.76
Barricading, bording, lighting & watching etc for water supply & sewerage works for trenches of depths upto 2m below ground level.
11 Remodeling the existing 200mm dia SWG main to --- 51.30 One Cum 246.00 12619.80
RBR -FNDN-1 Earthwork excavation and depositing on the bank in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel, soft disintegrated rock,hard disintegrated rock,Conglomerated rock , stoney earth and earth mixed with fair size boulders except rock requiring blasting with different lifts as per specifications and drawings and as directed by the departmental officers, including protecting the walls and other structures , existing water supply lines, sewers, power cables, telephone cables/ducts, storm water drains, traffic signals etc., wherever it is possible so as not to distrub the existing utility services etc., taking all precautionary measures in the restricted areas such as urban areas including diversion of the traffic,removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and excluding backfilling for Foundation ofI&D Structures including all incidental and operational charges etc., complete.
12 Remodeling the existing 200mm dia SWG main to --- 110.53 One Cum 343.00 37911.79
RBR -FNDN-1 Earthwork excavation and depositing on the bank in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel, soft disintegrated rock,hard disintegrated rock,Conglomerated rock , stoney earth and earth mixed with fair size boulders except rock requiring blasting with different lifts as per specifications and drawings and as directed by the departmental officers, including protecting the walls and other structures , existing water supply lines, sewers, power cables, telephone cables/ducts, storm water drains, traffic signals etc., wherever it is possible so as not to distrub the existing utility services etc., taking all precautionary measures in the restricted areas such as urban areas including diversion of the traffic,removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and excluding backfilling for pipeline trenches for laying Water supply/sewer lines including all incidental and operational charges etc., complete.
13 Remodeling the existing 200mm dia SWG main to --- 28.96 One Cum 2793.00 80885.28
Cutting of CC Road surface as well as asphalt concete upto including water bound mecadam road, lobour charges labour charges and other incidental & operational charges, tools & plants etc for pipe line trenches.
14 Remodeling the existing 200mm dia SWG main to --- 106.20 One Rmt 46.00 4885.20
Conveyance of SWG from departmental stores at HMWSSB to work site including loading, unloading stacking at site and watch and ward at site as directed by department officers including all incidental &operational charges etc complete. For 250mm dia
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