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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-Finance | ₹2.7 L | L1 | Accepted-Finance ok |
| 2 | L2₹2.7 L+₹137.16 (0.05%)Accepted-Finance | ₹2.7 L+₹137.16 (0.05%) | L2 | Accepted-Finance ok |
| 3 | lL3₹2.8 LAccepted-Finance | ₹2.8 L | lL3 | Accepted-Finance ok |
Tender Value
₹2.7 L
EMD Value
₹7,000
Closing Date
20 Jan 2026, 6:00 pmClosed
Prodhan, Surjapur-II GP
Surjapur-II GP office
Const of PCC covered Drain from Makbul House To Fazir House at Manoskol
2026_ZPHD_983830_7
07/CFC (T)/Sur-II/2025-2026
Open Tender
CIVIL WORKS
Percentage
Manushkol
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
BGVB, A/C- 5535011001690, IFSC Code- PUNB0RRBBGB
₹7,000
Yes
17 Jun 2026
6 Jan 2026
22 Jan 2026
6 Jan 2026
20 Jan 2026
6 Jan 2026
[Page No-284,Item No-12.01(I.a.iv) of PWD Roads Schedule] Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth.- (iv) Without pumping out water and shoring
[Page No-285,Item No-12.02 of PWD Roads Schedule] Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.
[Page No-286,Item No-12.04 of PWD Roads Schedule] Rate analysis attached. Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. 2. Compaction factor of dry clean sand is 0.835.
[Page No-47,Item No-03 of PWD Building Schedule] Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
[Page No-332,Item No-18.05(b) of PWD Roads Schedule] Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.
[Page No-302,Item No-13.01(d) of PWD Roads Schedule] Rate analysis attached. Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. M-20 Grade
[Analysis of Rate of reinforcing Steel supplied by Contractor at site per M.T.] Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m. (i) Tor steel/Mild Steel. I. SAIL/ TATA/RINL.
[Page No-189,Item No-01 of PWD Building Schedule] Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar - (c) 10 mm thick plaster
[Page No-189,Item No-01 of PWD Building Schedule] Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
[Page No-270,Item No-8.07 of PWD Roads Schedule] Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with stone chips reinforced with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) 1.00
[Page No-270,Item No-8.07 of PWD Roads Schedule] Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with stone chips reinforced with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) 1.00
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