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Gek-58 / 2021-22 Repair To Sewage Line Septic Tank And Other Misc Repair To Sewage System At 14 Gtc Subathu, SUBATHU-Himachal Pradesh

Military Engineer Services-MES has published Gek-58 / 2021-22 Repair To Sewage Line Septic Tank And Other Misc Repair To Sewage System At 14 Gtc Subathu. Submission Date for this Tender is 08-11-2021. Sewerage Construction Tenders in SUBATHU Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

29556951
Corrigendum : Gek-58 / 2021-22 Repair To Sewage Line Septic Tank And Other Misc Repair To Sewage System At 14 Gtc Subathu
Open Tender
Indian
Himachal Pradesh
SUBATHU
08-11-2021

Tender Details

Gek-58 / 2021-22 Repair To Sewage Line Septic Tank And Other Misc Repair To Sewage System At 14 Gtc Subathu

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 01-Nov-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 08-11-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 36000.0 /-
Tender Value
INR 18 Lakhs /-

BOQ Items

Name of Work: REPAIR TO SEWAGE LINE, SEPTIC TANK AND OTHER MISC REPAIR TO SEWAGE SYSTEM AT 14 GTC SUBATHU.
Sl. No. Item Description
1Schedule "A" Section - I
2Excavation in trenches n.exc 1.50m wide and not exceeding 1.50m depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth for shapts, cesspits, manholes, peir holes, etc. and getting out out in Hard /dense soil complete all as specified and as directed by Engr-In-Charge.
3Demolition of cement concrete (unreinforced)of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engr-In-Charge.
4Demolition and breaking up drain pipes 150 mm dia (Salt glazed ware,AC or Reinforced concrete) set in cement morter complete all as specified and directed by Engr-In-Charge
5Demolition and breaking up drain pipes 200 mm dia (Salt glazed ware,AC or Reinforced concrete) set in cement morter complete all as specified and directed by Engr-In-Charge
6Material and labour for 150mm bore sail -glazed stoneware drain pipess laid in trenches and jointed asspecified and directed by Engr-in- Charge.
7Material and labour for 200mm bore sail -glazed stoneware drain pipess laid in trenches and jointed asspecified and directed by Engr-in- Charge.
8M&L for concrete bed to drain pipes 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C2 using 40mm graded stone aggregate including demolition of damaged concretecomplete all as specified and as directed by Engr- in-Charge.
9M&L for concrete bed to drain pipes 200mm bore including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C2 using 40mm graded stone aggregateincluding demolition of damaged concretecomplete all as specified and as directed by Engr- in-Charge.
10M & L for PCC 1:4:8 type D-2 Using 40 mm graded stone aggregate as in foundations , filling and mass concret complete all as specifiedby Engr- in-Charge.
11Demolition of brickwork built in cement or cement lime mortar complete all as specified and as directed by Engr- in-Charge.
12M&L Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in cement Mortar 1:4 as in manholescomplete all as specified and as directed by Engr- in-Charge.
13Rendering 15 mm thick onother than fair faces of brick work or concrete surfaces of wall in cement mortar 1:4 for finished even and smooth (without using extra cement) complete all as specified and as directed by Engr- in-Charge.
14M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms mould stopped endscomplete all as specified and as directed by Engr- in-Charge.
15M&L for cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in surface channels, drains and coping including form workcomplete all as specified and as directed by Engr- in-Charge.
16M & L for cutting into exising manholes for connecting new drains, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1, smooth finished & reforming benching as required for internal dia of pipe 150mm.complete all as specified and as directed by Engr- in-Charge.
17Material and labour for Precast cement concrete (1:2:4) type B-1 using 20mm graded crushedstone aggregate as in cover slabs of manholes, gully traps etcset in cement mortar (1:4) complete all as specified and directed.
18Returning, filling in excavated approved soil spreading, levelling, watering and well ramming in layer n exc 25mm each complete all as specified and as directed by Engr- in-Charge.
19Removing of excavation material n exc 50 mtr and deposited where directed at a level n exc 1.50 mtr above the starting point complete all as specified and as directed by Engr- in-Charge.
20Dewatering of septic tank and soakage well any size and cleaning by taking out mud/sludge from septic tanks and soakage wellof any depth, in foul conditions and confined places, getting out and removing the sludge to a distanceexc 500 m and n.exc 5000 m and deposited where directed in and including borrow pits and covering the borrow pits with 10 cms thick layer of soil complete all as specified and directed by Engr- in-Charge. Note for item No 3 : Net contents of sludge shall be measured at the time of removal and paid. Quoted rate of tenderer is deemed to be inclusive of dewatering as required and nothing extra shall be admissible to the contractor on this account.
21Comprehenshive maintenance and cleaning of sewage system including sewage lines, manholes, soakage wells/soak-pits, gully traps, septic tanks attending bloakages in WCs/ WHBs/Drains etc by employing necessary resources including T&P at Subathu Mil station complete all as specified and as directed by Engineer-in-charge. The location/ building/complex where work is to be carried out consist of the following:- (a) OTM and Md Accn of GE Subathu complex. (b) Kalidhar line.Area. (c) 15 No Area. (d)Gurubaksh line. (e) Old PAO Area (f) CRSSubathu Complex. (g) Officer mess Complex. (h) Station HQ SubathuOTM & Md accn. (i) Officers Quarters and Officers Messes in Subathu Mil Stn. and all rect company,ASI, all OTM and MDAccn of 14 GTC subathu NOTES: (i) The Contractor will employe a Supervisor and adequate numbers of Labor/ Safaiwalas in various areas to maintain the sewage system functional upto the entire satisffaction of the Engineer-in-charge. The Supervisor so employed shall report to the concerned JE daily to give feed back and also to receive day to day sewage Complaints and necessary instructions for smooth running of the contract. (ii) He will look after the complete maintenance of sewage sytem as required at site. (iii) For any default/delay in attending the complaints recovery shall be effected as per contract conditions provided here-in-after. (iv) T & P as requiered for the work shall be arranged by the contractor without any extra cost to the deptt. (v) Supervisor and workers engaged by the contractor shall take all necessary preventative safety measures and adequate precautions to avoid any health hazard and department shall not be held responsible for any unwanted incidence.
22Amount of credit of Rs. 23544.45 for retrived old material as mentioned in Schedule "A" section-II of tender document in pdf form, will be deducted offline while acceptence of tender.
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