Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | ₹5.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.2 LRejected-AOC | ₹5.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹5.6 LRejected-AOC | ₹5.6 L | L3 | Rejected-AOC L3 |
| 4 | L4₹6.0 LRejected-AOC | ₹6.0 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | G ASHOK KUMAR L3 | Anil Kumar L2 | SANJU JOY L1 | SYAM SANKER L4 |
|---|---|---|---|---|---|---|---|
| 1.00Working charges | |||||||
| 1.00 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | 168 | cum | 495 ₹83,160 | 461 ₹77,448 | 453 ₹76,104 | 400 ₹67,200 |
| 1.00 | 100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock. | 42 | cum | 730.26 ₹30,670.92 | 680 ₹28,560 | 670 ₹28,140 | 690 ₹28,980 |
| 1.00 | 100.98.234:Supply of PVC Pipe, 10kg/cm2, 63mm Dia. | 420 | metre | 80.54 ₹33,826.80 | 95 ₹39,900 | 72 ₹30,240 | 105 ₹44,100 |
| 1.00 | 100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. | 420 | metre | 76.14 ₹31,978.80 | 95 ₹39,900 | 68 ₹28,560 | 70 ₹29,400 |
| 1.00 | OD182744/2025-2026:Cost of PVC specials (Bends,Tee,coupler, Tailpiece,end caps etc )3% cost of pipe. | 420 | metre | 2.41 ₹1,012.20 | 3 ₹1,260 | 2 ₹840 | 3.03 ₹1,272.60 |
| 1.01 | 18.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore | 390 | metre | 598.86 ₹2.3 L | 510 ₹2.0 L | 548 ₹2.1 L | 690 ₹2.7 L |
| 1.01 | OD188904/2025-2026:Cutting, grinding and welding three runs GI pipe and specials by gas or electric welding including cost of welding rod/gas, all labor ,hire charges for tools etc complete | 1,000 | cm | 9.37 ₹9,370 | 12 ₹12,000 | 8 ₹8,000 | 11 ₹11,000 |
| 1.01 | OD261212/2025-2026:supply of GI Coupling 50 mm | 5 | no | 137.56 ₹687.80 | 120 ₹600 | 126 ₹630 | 150 ₹750 |
| 1.01 | OD261200/2025-2026:G.I. Union 50 mm nominal bore | 10 | no | 379.68 ₹3,796.80 | 350 ₹3,500 | 348 ₹3,480 | 510 ₹5,100 |
Tender Value
₹7.6 L
EMD Value
₹19,073
Closing Date
27 Jan 2026, 2:00 pmClosed
Assistant Executive Engineer
PH Sub Division Pathanamthitta
DEPOSIT-Aruvappulam Grama PanchayatMlanthadam water supply scheme- Extension of pipe lines-Pipeline Work
2026_KWA_829120_1
28/2025-26/AEE/PH/PTA
Open Tender
Civil Works - Water Works
Pathanamthitta
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,685
₹19,073
4 Feb 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
27 Jan 2026
20 Jan 2026
Working charges
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.
100.98.234:Supply of PVC Pipe, 10kg/cm2, 63mm Dia.
100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes.
OD182744/2025-2026:Cost of PVC specials (Bends,Tee,coupler, Tailpiece,end caps etc )3% cost of pipe.
18.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore
OD188904/2025-2026:Cutting, grinding and welding three runs GI pipe and specials by gas or electric welding including cost of welding rod/gas, all labor ,hire charges for tools etc complete
OD261212/2025-2026:supply of GI Coupling 50 mm
OD261200/2025-2026:G.I. Union 50 mm nominal bore
18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
18.59.1:Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):50 mm dia
OD182422/2025-2026:Interconnecting the newly laid line with existing 125/100/80/65/50 GI, 160/140/110/90/75/63 PVC pipe line using suitable tee ,coupling/disconnecting the existing line at required portions including the costof specials etc complete as per the direction of departmental officers.
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1392128.pdf
boq_comp_chart.xlsx
xlsx
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
KWAGeneralConditionsforeTenderingV5.pdf
PDF • 0.69 MB
Tendernotice_1.pdf
PDF • 0.73 MB
affidavit.pdf
Tender Documents • 0.53 MB
bidsubmissionletter.pdf
Tender Documents • 0.17 MB
requisionforepayment.pdf
Tender Documents • 0.08 MB
specialcondition.pdf
Other Document • 0.05 MB
integritypactcertificate.pdf
Tender Documents • 0.22 MB
bddocument.pdf
Tender Documents • 1.64 MB
BOQ_1392128.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid