Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC | L1 | Accepted-AOC Acceptance of contract | |
| 2 | L2₹10.0 L+₹3.1 L (44.2%)Rejected-AOC VILL SAHAJADPUR P O SAHAJADPUR DIST MURSHIDABAD PIN 742187 WEST BENGAL | SAHAJADPUR | MURSHIDABAD | WEST BENGAL | 742187 | L2 | Rejected-AOC Not being L1 | |
| 3 | L3₹10.0 L+₹3.1 L (44.7%)Rejected-AOC VILL ITASARAN PO NABAGRAM DIST MURSHIDABAD PIN 713144 WB | NABAGRAM | MURSHIDABAD | WEST BENGAL | 713144 | L3 | Rejected-AOC Not being L1 | |
| 4 | Rejected-Technical | - | Rejected-Technical Rejected as bidder not uploaded requisite docu as per NIT | |
| 5 | Rejected-Technical | - | Rejected-Technical Rejected as bidder not uploaded requisite docu as per NIT |
| Sl No | Description | Qty | Unit | A.R. ENTERPRISE L2 | SAI ENGINEERING L1 | SADIA ENTERPRISE L3 |
|---|---|---|---|---|---|---|
| 1.00 | M & L for removing /bailing out, pumping out all sludge, liquid, solid and waste material from 150 user pumping into honey sucker mechanical transport vehicle and depositing STP at NMS at distance not exceeding 5 km as directed; including minor repairs on plaster, rungs etc complete all as specified and directed by Engineer-in-Charge for the following capacity. | 2 | Each | 12,000 ₹24,000 | 4,500 ₹9,000 Lowest | 14,000 ₹28,000 |
| 2.00 | All as per item no 1 but for 100 users | 2 | Each | 8,000 ₹16,000 | 2,500 ₹5,000 Lowest | 8,000 ₹16,000 |
| 3.00 | All as per item no 1 but 50 users | 2 | Each | 5,000 ₹10,000 | 2,500 ₹5,000 Lowest | 5,000 ₹10,000 |
| 4.00 | All as per item no 1 but 25 users | 1 | Each | 5,000 ₹5,000 | 2,500 ₹2,500 Lowest | 5,000 ₹5,000 |
| 5.00 | All as per item no 1 but 10 users | 1 | Each | 5,000 ₹5,000 | 1,800 ₹1,800 Lowest | 5,000 ₹5,000 |
| 6.00 | Removing carefully the cover slabs of man holes of any size and shape and removing the scum/sludge including any organic or inorganic matters to a distance exc 250 and not exc 500 mtrs, sprinkling liberally bleaching powder on the surfaces of solid waste so deposited and setting the man hole cover in position in CM (1:6) after cleaning the sludge for the following depth of man holes (Manhole cover if provided new shall be measured & paid separately) for not exc 1.5 m depth. | 30 | Each | 250 ₹7,500 Lowest | 1,000 ₹30,000 | 250 ₹7,500 Lowest |
| 7.00 | All as per item no 6 but Exc 1.5 m but not exc 3 m depth | 25 | Each | 250 ₹6,250 Lowest | 1,000 ₹25,000 | 250 ₹6,250 Lowest |
| 8.00 | Cleaning of blocked sewage drain pipe of the following dia by means of roding till flow of sewage/ sludge water is smooth including taking out all sludge/silt/liquid/ mud from the man holes & removing and depositing the same at a distance exc 250 m and n.exc 500 m including taking out MH covers carefully and refixing the same as per existing pattern all as directed by Engr-in-Charge for Internal bore 100 mm. | 300 | Each | 150 ₹45,000 | 60 ₹18,000 Lowest | 150 ₹45,000 |
| 9.00 | ditto as per item no 8 but Internal bore 150 mm | 450 | Each | 150 ₹67,500 | 70 ₹31,500 Lowest | 150 ₹67,500 |
| 10.00 | Cleaning and removing of blockage from WC upto first manhole removing all silt, liquid mud from the pipe line by roding etc and depositing the same at a distance n. exc 500 m all as directed by Engr-in-Charge | 40 | Each | 200 ₹8,000 | 80 ₹3,200 Lowest | 200 ₹8,000 |
Tender Value
₹9.8 L
Closing Date
27 Dec 2025, 6:00 pmClosed
AGE (I) Nabagram
AGE (I) Nabagram
CLEANING OF SEWAGE LINES, CONNECTED MANHOLES AND REPAIR OF SEWAGE LINES AND MANHOLES AT NMS UNDER AGE(I) NABAGRAM
2025_MES_744510_1
8101/E8
Open Tender
Civil Works
Item Rate
180 days
AGE (I) Nabagram
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
AGE (I) Nabagram
Exempted
12 Mar 2026
13 Dec 2025
3 Jan 2026
13 Dec 2025
27 Dec 2025
20 Dec 2025
Amount
M & L for removing /bailing out, pumping out all sludge, liquid, solid and waste material from 150 user pumping into honey sucker mechanical transport vehicle and depositing STP at NMS at distance not exceeding 5 km as directed; including minor repairs on plaster, rungs etc complete all as specified and directed by Engineer-in-Charge for the following capacity.
All as per item no 1 but for 100 users
All as per item no 1 but 50 users
All as per item no 1 but 25 users
All as per item no 1 but 10 users
Removing carefully the cover slabs of man holes of any size and shape and removing the scum/sludge including any organic or inorganic matters to a distance exc 250 and not exc 500 mtrs, sprinkling liberally bleaching powder on the surfaces of solid waste so deposited and setting the man hole cover in position in CM (1:6) after cleaning the sludge for the following depth of man holes (Manhole cover if provided new shall be measured & paid separately) for not exc 1.5 m depth.
All as per item no 6 but Exc 1.5 m but not exc 3 m depth
Cleaning of blocked sewage drain pipe of the following dia by means of roding till flow of sewage/ sludge water is smooth including taking out all sludge/silt/liquid/ mud from the man holes & removing and depositing the same at a distance exc 250 m and n.exc 500 m including taking out MH covers carefully and refixing the same as per existing pattern all as directed by Engr-in-Charge for Internal bore 100 mm.
ditto as per item no 8 but Internal bore 150 mm
Cleaning and removing of blockage from WC upto first manhole removing all silt, liquid mud from the pipe line by roding etc and depositing the same at a distance n. exc 500 m all as directed by Engr-in-Charge
Cleaning and removing of blockage from floor trap upto first manhole removing all silt, liquid mud or any other foreign materials by roding and removing the same at a distance n. exc 500 m all as directed by Engr-in-Charge
Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation,pipe line etc., and getting out in soft/loose soil all as specified and directed.
Excavation in trenches, not exceeding 1.5 M wide and exceeding 1.5 but not exceeding 3.0 m depth for foundation,pipe line etc, and getting out in soft/loose soil all as specified and directed.
Dismantling of sewage pipe of 150 mm bore of any description and set in cement mortar including taking out from trenches etc complete all as specified.
All as per item No 14 above but 100 mm bore of pipe fixed on wall or laid in trenches all as specified and directed.
All as per item No 14 above but 80 mm bore of pipe fixed on wall or laid in trenches all as specified and directed.
Material and labour for 150 mm bore reinf concerete pipes class NP2 laid and jointed complete with collarsomplete all as specified and directed
All as per item No. 17 above but 100 mm bore pipe fixed vertical or horizontal all as specified and directed
All as per item No. 17 above but 80 mm bore pipe fixed vertical or horizontal all as specified and directed.
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 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required pipies for 150 mm bore.
All as per item No. 20 above but For 100 mm bore
All as per item No. 20 above but For 80 mm bore
Material and labour for PCC bed 1:3:6 type C2, to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore of pipes all as specified and directed.
All as per item No 23 above but for 100 mm bore pipes
All as per item No 23 above but for 80 mm bore pipes
M & L for cement concrete in foundaiton, mass filling type C-2 (1:3:6) using 40mm graded aggregate etc complete and all as specified.
Dismantling gully trap of any description
Material and labour for PVC (SWR) gully trap 125 mm , setting & jointing with solvent cement incl making good the disturbed plinth protection all as directed.
S&F bend suitable for 150 mm bore reinforced conc pipe, class NP 2 all as specified and directed fixed.
All as per item No. 29 above but for 100 mm bore pipe
All as per item No. 29 above but for 80 mm bore pipe
Demolition of brickwork or stone /boulder masonry, built in cement mortar including all quoins, arches pillars, etc complete.
Material and labour for brick work with fly ash bricks, straight or curved on plan exc 6 m mean radius built in CM (1:6)
All as per item No. 33 above but except bricks
Material and labour for brick work with fly ash bricks, straight or curved on plan to any radius in half brick thick wall built in CM (1:6) complete all as specified and directed
Taking down cement plaster any description incl racking out joints, hacking for key scrubbing down with water,etc
Material and labour for rendering 15 mm thick in CM 1:3 on concrete/brick / solid block masonry surfaces as in manhole, septic tank etc finished even and smooth without using extra cement all as specified and directed.
Material and labour for rendering 15mm thick in CM 1:6 on concrete/brick / solid block masonry surfaces as in manhole, septic tank, drain wall, retaining wall etc finished even and smooth without using extra cement all as specified and directed.
Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point any type of soil all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils all as directed.
M & L for applying two coats of cement base paint on new plastered / unplastered surfaces of walls including preparation surface complete all as specified.
Material and labour for applying one coats of cement based paint including necessary curing and preparation of old wall surfaces of any description complete all as directed
Material and labour for cutting of small trees/plants at the stem and removal of the roots of plants by using acids, chemical/Burning with blow lamp, cutting around the spout for removing the roots of any size and making good with Cement mortar 1:3 including two coats of cement base paint/acrylic emulsion up to height 4 story complete all as directed by Engr-in-Charge.
Cutting of bushes, grass and tree branches etc all along the manhole lines, along the fencing and around septic tanks etc complete clearing so as to make access to manholes, fencing and septic tanks all as specified and as directed by Engineer-in-Charge.
Demolition of reinforced concrete of any description and in any position as in cover slabs as specified.
Material and labour for providing precast cement concrete (1:2:4) type B1 as in cover slab for manholes, septic tank and similar work set in cement mortor 1:6 all as specified including necessary form work and placed in position all as directed by Engineer-in-Charge.
Material and labour for TMT bars of 6 mm to 8 mm dia and over cut to length bent to shape required including cranking, bending spirially and binding with MS wire not less than 0.9mm dia all as specified.
Demolition of cement concrete unreinforced of any description and in any position complete all as specified and as directed by Engineer-in-Charge.
M & L cement concrete in surface channels and drains type C2 1:3:6 (40 mm graded aggregate) complete all as specified and as directed
Material and labour for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, imtred/stopped ends etc
Material and labour for providing, cement concrete (1:2:4) type B1 using 20 mm graded aggregate in roof kerbs or mud stops, rounded or chamfered in manholes, drains or on edges etc
Material and labour for plain cement concrete 1:3:6 type C1 (using 20mm grated stone aggregate) as in coping, haunching, benching etc including necessary formwork complete.
Material and labour for PCC (1:2:4) type B1 using 20 mm graded agg as in walls any thickness size or shape complete all as specified
Material and labour for formwork to faces of walls and similar work vertical or to batter for rough finished surfaces of concrete flat
Demolition of cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level)complete all as specificed and as per directed
Material and labour for 75 mm thick PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in plinth protection etc surface finished even and smooth without using extra cement.
Taking down PVC (SWR) pipe of any size or pattern including all fittings, shoes, bends etc complete
PVC (SWR) pipes of 110mm bore single socketed in any length with rubber ring joints fixed to walls etc inclding necessary scaffolding as required and as directed.
All as per item No 58 above but for 75 mm bore.
PVC (SWR) pipes of 110 mm bore single socketed in any length with rubber ring joints laid in trenches or floors inclding necessary scaffolding as required and as directed.
All as per item No 60 above but 75 mm dia pipe.
Supply and fixing PVC bends 110 mm bore with access door all as directed.
All as per item No 62 above but for 75 mm bore
Supply and fixing 110mm bore PVC branch piece single/Y equal/unequal all as specified.
All as per item No 64 above but for 75 mm bore.
Supply and fix in repair PVC vent cowl of 100 mm bore pipe all as specified and as directed.
All as per item No. 66 above but 75 mm bore pipe
A.R. ENTERPRISE (BID ID -3509243)
SADIA ENTERPRISE (BID ID -3508914)
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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.41 MB
BOQ_833655.xls
BOQ • 0.28 MB
8101.pdf
Tender Documents • 0.99 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 .