Tender For Repair Of Sewage Line, Septic Tank, Soakage Well, Sewage System Of 14 Gtc Subathu Under Ge Kasauli
Tender Value
45 Lakhs
Estimated cost
Bid Submission
26 Apr 2024
0 days left
EMD
90000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
subathu → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Repair Of Sewage Line, Septic Tank, Soakage Well, Sewage System Of 14 Gtc Subathu Under Ge Kasauli
BOQ
| Sl. No. | Item Description |
| 1 | Schedule \"A\" Section - I |
| 2 | Comprehenshive 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 14 GTC Subathu 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:- for above Item No. 01:(i) The Contractor will employ a Supervisor. 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 carry out normal maintenance to sewage system 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 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. |
| 3 | M&L for Dewatering & cleaning of septic tank, manholes and drains and cleaning & taking out old broken bricks ofsoakage well any size and cleaning by taking out solid or liquid mud/sludge/debris/broken bricks of any depth & location, in foul/non foul conditions and confined places, getting out and removing the sludge to a distanceexc 500 m and n.exc 1000 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. Note: 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. |
| 4 | M&L for Brick work with sub class ‘B’ bricks in one brick thick honey comb walling in circular/rectangular well (soakage pit) steining (any radius or size) constructed from base, built in cement mortar (1:4), using old size bricks and incl dismantling of old brick work, complete all as specified. |
| 5 | M&L for broken bricks Loose filling with aggregates of gauge 80 to 150 mm inside soakage pits, soakage wells, complete all as specified and directed |
| 6 | Material & Labour brick work with sub class \"B\" bricks of class designation 10 as in septic tank/manholes/walls etc all as per IS-1077-1992 (minimum compressive strength of brick 100 kg/Sqcm) old size bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 and incl dismantling of old brick work, complete all as specified & directed. |
| 7 | Same as item No 05.00 above but except bricks all as specified. |
| 8 | Material & labour for rendering 15mm thick onfair faces of brick workin cement mortar 1:4 withWPC @ 2.5% by weight of cement finished surface even and smooth without using extra cement complete all as specified and directed. Note:- (IfWPC used shall be measured and paid for separately as supply only ) |
| 9 | M&L for Rendering 15mm thick on fair faces of old brick work or concrete surfaces at any height incl walls, cornices, chajjas, sun shadesetc. in CM 1:4 finished even and smooth without using extra cement and with water proofing compound (2% 0f cement content) (External surface) incl necessary using scafolding or shuttering and taking down old plaster, complete all as specified and directed by Engr-In- Charge. Note: If WPC used, then it will paid separately. |
| 10 | M&L for preparation of new plastered or unplastered surfaces of walls incl cornices, chajjas, sun shadesetc. and applying two coat of cement base paint, complete all as specified. |
| 11 | Supply only integral water proofing compound ISI marked complete all as specified and directed. |
| 12 | M&L for walling of random rubble stone masonary ,brought up to courses,well bonded,bedded and solidly hearted built in cement morter 1:6 including racking or cutting out joints and incl dismantling of old stone masonry work, complete all as specified & directed. |
| 13 | All as per item No. 11.00 above but \" except stone\" complete all as specified and as directed. |
| 14 | M&L for providing cements 1:3:6 type C1 using 20mm graded aggregate as in benching, plinth course, string courses, lacing courses, parapets and railing up to 60 cm height, copings, kneelers, apex stones, bed plates, water troughts and the like including weathering, slightly rounded or champfered angles and throating incl use and waste of necessary form work and incl demolition of old PCC, complete all as spd. |
| 15 | M&L for raised pointing to random or polygonel rubble, uncoursed or brought up to courses in CM 1:4complete all as specidfied and directed by Engr-in- charge. |
| 16 | M&L for providing cast-in-situ of plan cement concrete (Bond Stone) type C-1 (1:3:6) using 20mm graded crushed stone aggregate and set in cement morter 1:6 between stone masonary, complete all as specidfied and directed by Engr-in- charge. |
| 17 | Excavating in trenches n exc 1.5m wide and not exc 1.5m in depth for foundation and getting out in hard/dense soil complete all as specified and directed. |
| 18 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exc in hard/dense soil |
| 19 | Removing exacavated soil n exc 50m and depositing where directed at a level n exc 1.5m above the starting point |
| 20 | Demolition and breaking up to 200mm dia drain/sewer pipes below ground level (salt glazed stoneware, AC or reinforced concrete and PVC) set in cement mortar incl haunching PCC at any depth complete all as specified and as directed. |
| 21 | Material and labour for 150mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors and tested including fittings (bend, door bend, elbow, tee etc) of same grade complete all as specified and directed. |
| 22 | M&L for salt glazed stone ware drain pipe laid in trenches and jointed all as specified (internal dia of pipe 150mm bore pipe) complete all as specified |
| 23 | M&L for salt glazed stone ware drain pipe laid in trenches and jointed all as specified (internal dia of pipe 200mm bore pipe) complete all as specified |
| 24 | Material and labour for plain cement concrete type C2, 1:3:6 using 40mm graded crushed stone aggregate as in bed to drain/sewer pipes and including packing under & haunching against the sides of pipes (150mm bore pipe) after the pipe are laid and tested complete all as specified and directed. |
| 25 | Material and labour for plain cement concrete type C2, 1:3:6 using 40mm graded crushed stone aggregate as in bed to drain/sewer pipes and including packing under & haunching against the sides of pipes (200mm bore pipe) after the pipe are laid and tested complete all as specified and directed. |
| 26 | Material and labour for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in plain cement concrete 1:2:4 type B1 smooth finished,and reforming benching as required,internal dia of pipe 150mm all as specified and directed. |
| 27 | Material and labour for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in plain cement concrete 1:2:4 type B1 smooth finished,and reforming benching as required,internal dia of pipe 200mm all as specified and directed. |
| 28 | Material and labour for cast-in-situ reinforced cement concrete (1:2:4) type B-1 using 20mm graded crushedstone aggregate as in cover slabs of manholes, gully traps, septic soakage well etcset in cement mortar (1:4) and incl demolition of RCC complete all as specified and directed. |
| 29 | Material and labour for mild steel TMT bars 8mm/10mm dia and over, cut to length, bent to shape required, including cranking, bendingspirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia. or securing with clips complete all as specified. |
| 30 | M&L for PCC 1:5:10 type E-2 as in sub base & foundation and incl demolition of old PCC, complete all as specified . |
| 31 | Excavation in posts holes (or similar holes) each not exceeding 0.5 cubic metre, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distancenot exceeding 50metre and good surface in soft/loose soil, complete all as specified. |
| 32 | Dismantling wrought iron or mild steel work of any description not otherwise provided for. |
| 33 | Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; water staging; posts and struts in fencing including cutting tops to shape as directed, drilling holes, otching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 |
| 34 | M&L forpreparing new/old steel surfaces exc 10cm girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified. |
| 35 | Amount of credit of Rs. 89839.20 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. |
AI Tender Summary
Tender Timeline
Apr 05, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedApr 26, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 04, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender