Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-AOC | L1 | Accepted-AOC Being lowest and reasonable | |
| 2 | L2₹11.2 L+₹1.5 L (15.2%)Rejected-Finance | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹12.7 L+₹3.0 L (31.1%)Rejected-Finance | L3 | Rejected-Finance Not being lowest | |
| 4 | L4₹14.3 L+₹4.5 L (46.7%)Rejected-Finance 430 D DEFENCE COLONY JAJMAU KANPUR 208010 | KANPUR | KANPUR NAGAR | UTTAR PRADESH | 208010 | L4 | Rejected-Finance Not being lowest |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
12 Dec 2019, 6:00 pmClosed
GE (AF) B/R Chakeri Kanpur
GE (AF) B/R Chakeri Kanpur
REPAIRS TO DRAINAGE SYSTEM, CLEANING OF SEWAGE LINE, FENCING, HARDSTANDING AND ALLIED WORK IN N-1, NAIR, KULDEEP AND POWER HOUSE AREA AT AF STN CHAKERI, KANPUR
2019_MES_298012_1
GE(AF)/CHK/T-47 OF 2019-20
Open Tender
Civil Works
Item Rate
182 days
GE (AF) B/R Chakeri Kanpur
As per tender Docu
8 documents required · 8 mandatory
₹500
GE (AF) B/R Chakeri Kanpur
₹40,000
10 Jan 2020
15 Nov 2019
14 Dec 2019
15 Nov 2019
12 Dec 2019
30 Nov 2019
15 Nov 2019 - 25 Nov 2019
Amount
Demolition or breaking up drain pipes 150 mm internal dia of pipe (salt glazed ware AC or reinforced concrete) set in cement mortar including breaking and removal of bedding and hunching complete all as specified and directed.
All as per item No 1.00 here-in-before but 200 mm internal dia of pipe complete all as specified and directed.
Demolition of brick work masonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and directed.
Demolition of reinforced cement concrete such as roofs, floors, slab cover, beams, landing and similar suspended work, complete all as specified and directed.
Demolition of plain cement concrete in ground floors and pavings not exc 15 cm thickness (below or above ground level) including disposal of old materials out of MD land, all as specified and directed.
Dismantling stone slabs and tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar and removing the rubbish out of MD land complete all as specified and directed..
M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking bending spirally for RCC work and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, all as specified.
M&L precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate for cover slab set in CM 1:6 including necessary form work complete all as specified and directed.
Excavation in trenches n. exc 1.5m wide and n exc 1.5m depth for foundation etc or for shaft wells, cesspits, manhole, pier etc n exc 1.5m in depth and getting out in soft loose soil complete all as specified and directed.
All as per item No. 9.00 above but exc 1.50 mtr and not exc 3.0 mtr in depth complete all as specified and directed.
All as per item No. 9.00 above but exc 3.0 mtr and not exc 4.50 mtr in depth complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 as in sub base or foundation filling and mass concrete complete as specified and directed.
M&L for brick work with fly ash brick straight or curved on plan exc 6.0 mtr mean radius built in 1:6 cement mortar complete all as directed
All as per item No 13.00 above but except bricks.
Cutting into existing manholes for connecting new drain of 150 mm dia and over, making good to pipes and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1, smooth finished, and reforming benching as required, complete all as specified and as directed.
S & F 150 mm bore, Reinforced concrete pipes, class NP-3, laid and jointed with cement mortar (1:2) with jute, complete with collars, complete all as specified and as directed.
All as per item No 16.00 here-in-before but of 200 mm dia complete all as specified and directed.
All as per item No 16.00 here-in-before but of 300 mm dia complete all as specified and directed.
All as per item No 16.00 here-in-before but of 450 mm dia complete all as specified and directed.
M&L cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in bed to drain pipes of 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.
All as per item No 20.00 here-in-before but of 200 mm dia complete all as specified and directed.
All as per item No 20.00 here-in-before but of 300 mm dia complete all as specified and directed.
All as per item No 20.00 here-in-before but of 450 mm dia complete all as specified and directed.
Dismantling of cast iron or reinforced concrete drain pipes 100 mm dia, jointed in cement mortar and taking out of trenches, if required, complete all as specified and as directed.
Dismantling of cast iron or reinforced concrete drain pipes 75 mm dia, jointed in cement mortar and taking out of trenches, if required, complete all as specified and as directed.
S&F cast iron soil, sand cast pipes of 100 mm dia waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floor complete all as specified and directed.
All as per item No 26.00 above but 75 mm dia complete all as specified and directed.
S&F cast iron soil, sand cast pipes of 100 mm dia waste and vent pipes in any length with or without ears, with cement joints, fixed to walls complete all as specified and directed.
All as per item No 28.00 above but 75 mm dia complete all as specified and directed.
S&F 75 mm bore, cast iron bends any radius complete all as specified and directed.
S&F 100 mm bore, cast iron bends any radius complete all as specified and directed.
Cleaning of the blocked sewage lines by rodding between manholes and removing muck sludge/silt/liquid mud etc (incl foul position) from pipes including taking down cover slab of any type, thickness and size carefully and re-fixing in same position after necessary cleaning and removing the cleaned sludge out side of MD land in sealed containers, all as specified and directed upto 1.50 m depth complete all as specified and directed.
All as per item No 32.00 above but exceeding 1.50m and not exceeding 3.00m depth.
All as per item No 32.00 above but exceeding 3.0m and not exceeding 5.50m depth.
Cleaning and opening of blockage from nahani trap/gully trap, water closet etc by rodding without damaging any fittings etc including re-fixing the manhole covers complete all as specified and directed.
Cleaning of manholes by taking of sludge waste soil and silted soil from the manhole of any size including taking out cover slab of any type and refixing the same in position upto 1.5m deep and removing the cleaned sludge out side of MD land in sealed containers, all as specified and directed.
All as per item No 36.00 above but exceeding 1.5m and not exceeding 3.00m deep.
All as per item No 36.00 above but exceeding 3.00m deep complete all as specified and directed.
Cleaning of septic tank/ manhole chambers mechanically by opening the covers, removing liquid under any position including foul conditions and cleaning the inlets & outlets etc with water, placing the covers back in position and disposing off the same out side of MD land complete all as specified and as directed Note : (i) The liquid to be disposed off in sealed tins sludge removal tankers and the same is deemed to include in the rate quoted complete all as specified and directed. (ii) The depth of sludge shall be measured and depth of liquid shall deemed to be included with the sludge.
Material and labour for pumping out the rain/waste water, sewage waste from sewage line out side the defence area incl provision of pumping etc with diesel engine of 10 HP and one skilled operator incl necessary T&P and accessories etc complete all as specified and as directed by Engr-in-Charge.
Returning filling in including spreading, leveling, watering and well ramming in layers not exceeding 25cm complete all as specified and directed.
Removing excavated material to a distance exc 5.0 km out of MD land, all as directed.
M&L for rendering 15mm thick on brick or concrete surfaces in CM 1:4, finishing the surfaces fair and even without using extra cement complete all as specified and directed.
M&L for 75 mm thick cement concrete (1:3:6) type C-2, using 40 mm graded stone aggregate as in plinth protection etc complete including finishing even & smooth without using extra cement, all as specified and directed.
M & L for 75 mm thick cement concrete type C-2 1:3:6 using 40mm graded aggregate as in sub base to floor finished rough to receive finishes. complete all as specified and as directed.
M&L machine pressed pre-cast concrete inter locking pavers block of any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with finished by using rubber moulded technology consisting of appropriate ratio melamine base super plasticizer imported pigment and surface hardening chemical to match surface of high abrasion, resistance and glazed finished with white cement pigment layer upto 10 mm thick grey cement and pigment, including 25mm thick sand cushining complete all as specified and as directed.
M&L for precast cement concrete kerb stone type B1 (1:2:4) (using 20 mm graded stone aggregate) around the interlocking tiles or edges of roads or in similar work set in cement mortar 1:4 over and including 20mm thick screed bed in CM 1:6 complete all as specified and directed.
M&L preparation of newly surfaces of brick, stone, concrete or plastered of any description over 10 cm girth or width, not otherwise described and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed.
M&L for 15 mm thick screed bed or bedding in CM 1:4 complete all as specified and directed.
M&L for industrial, Endura heavy duty, vitrified tiles, scratch, stain & acid resistant, 600 x 600 mm, 15 mm thick, MOH not less than 6, water absorption less than 0.5%, laid and joint with adhesive, with minimum 3 mm spacer, as in floor completed all as specified and as per direction of Manufacturer’s instruction.
Taking up asbestos cement pressure pipes, 100 mm dia any class (including all fittings), including disconnectiong pipes and fittings complete all as specified and directed.
All as per item No 51.00 here-in-before but 80 mm dia complete all as specified and directed.
S&F PVC (SWR) pipe, 110 mm dia, single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed.
All as per item No 53.00 here-in-befor but 75 mm dia.
S&F PVC (SWR) bends 110 mm dia complete all as specified and directed.
All as per item No 55.00 but 75 mm dia complete all as specified and directed.
M/s DKS Engineering Works
SHYAM AND SONS ENTERPRISES
JOG CONSTRUCTION
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .