Defence Statutory Bodies & Commissions/Committees Closing in 0 days TDR #37119456

Repair, Maintenance And Cleaning Of Sewage Of Soakage Wells And Septic Tanks Incl Cleaning Repair Replacement Of Sewage Lines In Zone B At Various Unit Under Age B R-I, Ge Khumbathang023-24

Issued by Statutory Bodies & Commissions/Committees · Khumbathang, Jammu And Kashmir
Tender Value
Ref. Documents
Estimated cost
Bid Submission
07 May 2023
0 days left
EMD
20000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Khumbathang → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Repair, Maintenance And Cleaning Of Sewage Of Soakage Wells And Septic Tanks Incl Cleaning Repair Replacement Of Sewage Lines In Zone B At Various Unit Under Age B R-I, Ge Khumbathang

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 25-Apr-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 02-May-2023
2 02-May-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 07-May-2023

BOQ

Name of Work:REPAIR, MAINTENANCEAND CLEANING OF SEWAGE OF SOAKAGE WELLS AND SEPTIC TANKS INCL CLEANING/REPAIR/REPLACEMENT OF SEWAGE LINES IN ZONE ‘B’ AT VARIOUS UNIT UNDER AGE B/R-I, GE KHUMBATHANG
Sl. No. Item Description
1M&L Desludging including dewatering of septic tank/soak well in dia/ depth and manholes above 2 mtrin depth for liquid and slurry material and and removing the sludge from the tank by machanical means using hydraulic operated high pressure suction cum jetting sewer cleaning machine including skilled driver and operator and supervising Engineer including provision of water for jetting and removal of sludge/silt/liquid/mud and sand (in foul position) etc out side the MoD land/premises at any distance all as directed by Engr-in-Charge including loading, unloading digging out pit of any size in any type of soil, surring sludge/silt/spoil/mud tec into the pit and spreying bleaching powder over the entire surface complete. Note:- (a) The service provider/contractor during the mechanized operation shall be equiped with gas monitor, nylon rope ladder, torch light and compressor blower etc along with the sewage cleaning truck mounted suction/jetting machine.(b) The cleaning shall be carried out with machanised operation by means of jetting machines and the sludge sucked out with succer machine of required capacity and sent to storage tanks for further disposal to the authorised disposal site. (c) Manual cleaning operation/scavenging is prohibited.(d) The unit rate shall deem to include for all material, labour (skilled/unskilled) tools and plants and requisite quantity of water for the entire operation and transpotation arrangements.(e) The measurement shall be included with depth of water and sludge/silt/mud.
2M&L Cleaning,Flushing of chocked and desilting of sewage lines over or underground and removing blockage by mechanical means or by roding using bamboo split from W.C to first manhole, man holes to MH, Nahni traps to gully traps, gully trap to man holes together with vertical stack pipes (where ordered), cleaning eye to gully trap and taking out all debris/sludge or any solid/foreign materials from sewage line, the sludge deposited in the sewage line shall be fully cleaned and disposed off the same outside the MoD land on the same day when it was taken out at any distanceall as directed by Engr-in-Charge including flushing the line with water and testing for clear flow after cleaning and without any additional cost . The job shall be carried out with safety precaution equipments and with strick supervision complete all as directed and removing from site complete all as specified and directed for the following sizes of sewage lines of any depth upto three meter. Note:- (a) The unit rate quoted by the contractor shall deem to include for all material, labour (skilled/unskilled) tools and plants and including provision of water for jetting and removal of sludge/stilt/liquid/mud and sand (in foul position) etc.:-(b) The effective length of pipe for the purpose of payment shall be excluding the length of manhole.
3(a) Upto 100mm bore CI /PVC /SWG /RCC pipes
4(b) Above 100mm and upto200 mm bore CI /PVC /SWG /RCC pipes.
5M&L for Cleaning of blocked/filled WC, GT, NT any type and cleaning of freezed water if any and accumalated sludge by heating method with blow lamps or any other method and rodding the cast iron pipe100 mm /150 mm bore(SWG/PVC/CI) pipe Upto first manhole without damaging the WC and Pipecomplete all as specified and directed by Engineer in charge
6Excavation in trenches n.exc 1.5m wide and n.exc 1.5m deep as in foundation etc, or for shafts, wells, cess pits, manholes and sewage lines etc n.exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in any type of soil, complete complete all as specified and directed by Engineer in charge.
7Returning filling in including spreading, levelling, watering and well ramming in layers n.exc 25cm thick, complete all as specified and directed .
8Removing excavated material to a distance n.exc 50m and depositing where directed at level n.exc 1.5m above the starting point,complete all as specified and directed .
9Demolition of brick or stone boulder masonry built in cement mortar including all quoins, arches, pillars etc, but excluding ashlar facings dressed stone works and precast cement articles, including rubbish off the premises complete all as specified and directed .
10M&L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, bed concrete of manholes, soak wells and septic tanks etc , complete all as specified and directed by Engineer in charge.
11M&L pre cast PCC (1:3:6) type C1 (using 20mm graded stone crushed agg) solid block masonry exc 10cm in width or girth and setting CM (1:6) complete all as specified and directed by Engineer in charge.
12M&L for walling of random rubble stone mansonry uncoursed well bonded, solidly hearted built in cement mortar 1:6,complete all as specified and directed by Engineer in charge
13Demolition of cement concrete (unreinforced) in ground floor and paving n exc 15 cm thickness (below or above GL) complete all as specified and directed by Engineer in charge
14M&L for cement concrete 1:2:4, type B-1 using 20mm graded stone aggregate as seismic, plinth and similar bands, coping, kerbs cills, steps, parapets, apex stones, bed plates, kerbs, railings up to 60cm height, water troughs, benching and the like rounded or chamfered on edges including necessary form work ,complete all as specified and directed by Engineer in charge.
15M&L for rendering 15mm thick in CM 1:4 on stone masonry surface and finishing the surface even and smooth without using extra cement, complete all as specified and directed by Engineer in charge.
16M & L for 15 mm thickrendering in two layer (10+5mm) in CM (1:4)Other than fairfacessurfaces of brick or concrete workand finished even & fair with using WPC on walls complete all as specified and directed by Engineer in charge.Note :-WPC Shall be measuredto seperately
17Supply only Liquid Integral water proofing compound complete all as specified and directed by Engineer in charge.
18M & L for 10 mm thickrendering in CM (1:6) on fair surfaces of brick or concrete workand finished even & smooth without using extra cementon walls complete all as specified and directed by Engineer in charge.
19Demolition and breaking up 100mm drain pipe (salt glazed stone water/PVC or AC) of any dia set in cement mortar, including rubbish off the premises complete all as specified and directed by Engineer in charge.
20Demolition and breaking up 150mm bore sewage line (salt glazed stone water/PVC or AC) of any dia set in cement mortar, including rubbish off the premises complete all as specified and directed by Engineer in charge.
21S&F of PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors110 mm Bore complete all as specified and directed by Engineer in charge
22S&F of PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors75 mm Bore Complete all as specified and directed .
23S&F PVC (SWR) multi floor trap with grating 75mm Dia including jointing with solvent cement complete all as specified and directed by Engineer in charge
24S&F Cast iron Nahani trap100 mm Dia with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed by Engineer in charge
25S&F Vitreous China Urinal, Half stall type, white (Including flush pipe 32 mm) complete all as specified and directed by Engineer in charge.
26S&F Vitreous china premium/ 1st quality wash down water closet wall hung EWC white/ ivory/off white (closed pattern incl all necessary accessories like rag bolts/ gel gasket etc. (excluding flushing cistern & flush pipe) complete all as specified and directed by Engineer in charge.
27S&F in repair vitreous china squatting pan \"ORISSA\" pattern size 580 x 440mm white with integral foot rests complete including provn of lime concret beding and making good for floor complete all as specified and directed by Engineer in charge.
28M&L for dismantling of floorhearth or wall tiles including cement mortar bedding (but not backing) removing serviceable to store and rubbish off the premisess, complete all as specified and directed by Engineer in charge.
29M&L for 15mm thick screed bed or bedding layer of cement mortar in CM (1:6) for laying of floor tiles complete all as specified and directed by Engineer in charge.
30M & LGlazed ceramic tiles coloured (350x250x7mm/ 450x350x7mm) for works on vertical surfaces such as skirting/dados of economy class B-III conforming to IS-13712 etc set and jointed in neat cement slurry and pointed in coloured cement to match including rendering 10 mm thickin cement mortar 1:3, as in backing layer without using extra cement complete all as specified and directed by Engineer in charge.
31M&L for non skid ceramic tiles 7 to 8 mm thick area of each tiles exc 0.11 sqm but n.exc 0.18 sqm (coloured tiles) in floor, set & jointed in neat cement slurry & painted in white or coloured cement to match complete all as specified and directed by Engineer in charge.
32Cutting into existing manhole for connecting new 150mm dia pipe making good to pipe, cutting out existing benching for forming branch channel (1/2 round rendering 3/4 section) in cement concrete1:2:4 type B-1 finished and reforming benching as required,complete all as specified and directed by Engineer in charge.
33Demolition of reinforced cement concrete in any position not otherwise specifically provided,complete all as specified and directed by Engineer in charge
34M&L for Steel reinforcement 10mm dia and over, TMT bars, cut to length, bent to shape required including, cranking, bending, spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips,complete all as specified and directed by Engineer in charge.
35M&L for steel reinforcement 6 to 8mm dia and over, TMT bars, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips,complete all as specified and directed by Engineer in charge.
36M&L for RCC Type B-0 (1:2:4) (using 12.5mm graded stone aggregates) for Walls, baffle walls, retaining walls, basement walls, ballast walls and the like; of any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and directed by Engineer in charge.
37M&L for precast reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in cover slabs for manholes, each pit and similar items including necessary formwork and set in CM 1:4 (Reinforcement shall be measured and paid for separately), complete all as specified and directed by Engineer in charge.
38M&L for use and waste of formwork to flat faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, rough finished surface complete all as specified and directed by Engineer in charge.
39M&L for form work to sides and soffits of suspended slabs such as roof slabs, landings and similar work n.exc 200mm thick (horizantal or slopping) for flat fair finished surfaces,complete all as specified and directed by Engineer in charge.
40M&L for form work to edges of concrete flats, window cills, floors roofs and similar works exc 5cm and n.exc 10cm wide surface finished rough to receive plaster, complete all as specified and directed by Engineer in charge.
41M&L for reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate for slabs supported on wall, beams and columns, in floor, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer in charge.Note : Reinforcement shall be measured and paid for separately.
42S&F in repairs 75mm dia PVC (SWR) bends any radius complete all as specified and directed by Engineer in charge.
43S&F in repairs 110mm dia PVC (SWR) bends any radius complete all as specified and directed by Engineer in charge.
44S&F in repair 75mm dia of outlet PVC (SWR) floor trap plain with grating including joining with solvent cement complete all as specified and directed by Engineer in charge.
45S&F in repair Grating doom 125 mm dia with waste hole of PTMT. (Minimum weight 40gms)complete all as specified and directed by Engineer in charge.
46S&F in repair PVC (SWR) vent cowl of 75mm bore complete all as specified and directed by Engineer in charge.
47S&F in repair PVC (SWR) pipes of size 75mm bore, single socketed, in any length with rubber ring joints, fixed to walls, complete all as specified and directed by Engineer in charge.
48S&F in repairs 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer in charge.
49S&F Bands, straps, supports or stays for rain water, ventilating pipes, including bolts, if required hooks (stay), heavy, for large gates, hook and pintle hinges: large hasps and staples, chains, hand made sliding bolts, clamps, hold fasts, wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed by Engineer in charge.
50Deduct Credit for Demolished/ Dismantled material Rs. (-) 3288.00 (Minus) as listed in Schedule \"A\" Sec-II (Credit Schedule) Note: Tenderers will not quote against this item being a tentative amount to be considered to arrived at the \"Contract Sum\"

AI Tender Summary

OUR REF NO 37119456
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE Ref. Documents
LAST DATE 07-05-2023
Authority
Authority Name Military Engineer Services
Work Description Repair, Maintenance And Cleaning Of Sewage Of Soakage Wells And Septic Tanks Incl Cleaning Repair Replacement Of Sewage Lines In Zone B At Various Unit Under Age B R-I, Ge Khumbathang
Basic Detail
Tender No GE/KHU-07/2023-24
Bidding Type Tender
Location
City Khumbathang
State Jammu And Kashmir
Key Dates
Publish Date 02 May 2023
Submission Date 07 May 2023
Open Date 08 May 2023
Finance
Tender Value Ref. Documents
Tender Fee 500
EMD 20000
Exemption Not Available
Document List
c45fe1d9-d695-429c-8455-f2e778c3580d.html
BOQ_659037.xls
T07.pdf
Tendernotice_1.pdf

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Tender Timeline

May 02, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
May 02, 2023
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 07, 2023
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 07, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
May 08, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

c45fe1d9-d695-429c-8455-f2e778c3580d.html

xls

BOQ_659037.xls

pdf

T07.pdf

pdf

Tendernotice_1.pdf

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